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HomeMy WebLinkAboutT23710459.J40997_Permit_Eng6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J40997 - Sztankovits Res Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 [All Heights]Wind Speed: 160 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 128 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: Telese Builders Project Name: Sztankovits Res Model: . Subdivision: . Address: 8024 Spendthrift Lane, . State: FLCity: PSL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: April 26,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin 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 T23710459 A01G Date 4/26/212T23710460A024/26/213T23710461A034/26/214T23710462A044/26/215T23710463A054/26/216T23710464A064/26/217T23710465A074/26/218T23710466A084/26/219T23710467A094/26/2110T23710468A104/26/2111T23710469A114/26/2112T23710470A124/26/2113T23710471A13G4/26/2114T23710472A144/26/2115T23710473A15G4/26/2116T23710474B01G4/26/2117T23710475B024/26/2118T23710476B034/26/2119T23710477B044/26/2120T23710478B054/26/2121T23710479B064/26/2122T23710480B07G4/26/21 No.Seal#Truss Name 23 T23710481 B08 Date 4/26/2124T23710482B094/26/2125T23710483B104/26/2126T23710484B114/26/2127T23710485B124/26/2128T23710486B134/26/2129T23710487B144/26/2130T23710488B154/26/2131T23710489B164/26/2132T23710490B174/26/2133T23710491B184/26/2134T23710492B194/26/2135T23710493B204/26/2136T23710494B214/26/2137T23710495B224/26/2138T23710496C01GE4/26/2139T23710497C024/26/2140T23710498C034/26/2141T23710499C044/26/2142T23710500C054/26/2143T23710501C064/26/2144T23710502C074/26/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J40997 - Sztankovits Res 2 of 2 Site Information: Lot/Block: . Customer Info: Telese Builders Project Name: Sztankovits Res Model: . Subdivision: . Address: 8024 Spendthrift Lane, . State: FLCity: PSL No.Seal#Truss Name 45 T23710503 C08 Date 4/26/2146T23710504C094/26/2147T23710505C104/26/2148T23710506C114/26/2149T23710507C124/26/2150T23710508C134/26/2151T23710509C144/26/2152T23710510C154/26/2153T23710511D01G4/26/2154T23710512D024/26/2155T23710513D034/26/2156T23710514D044/26/2157T23710515D054/26/2158T23710516D06G4/26/2159T23710517D074/26/2160T23710518E01G4/26/2161T23710519E024/26/2162T23710520E034/26/2163T23710521E044/26/2164T23710522E054/26/2165T23710523E064/26/2166T23710524E074/26/2167T23710525E084/26/2168T23710526E094/26/2169T23710527E104/26/2170T23710528E114/26/2171T23710529E124/26/2172T23710530E134/26/2173T23710531E144/26/2174T23710532E154/26/2175T23710533E164/26/2176T23710534F01G4/26/2177T23710535F024/26/2178T23710536F034/26/2179T23710537FG014/26/2180T23710538FG034/26/2181T23710539G01G4/26/2182T23710540G024/26/2183T23710541H01G4/26/2184T23710542MG014/26/2185T23710543MG024/26/2186T23710544MV24/26/2187T23710545MV44/26/2188T23710546MV4A4/26/2189T23710547MV284/26/2190T23710548MV314/26/2191T23710549MV514/26/2192T23710550MV714/26/2193T23710551PB014/26/2194T23710552PB024/26/2195T23710553PB034/26/2196T23710554V44/26/2197T23710555ZCJ14/26/2198T23710556ZCJ34/26/2199T23710557ZCJ3A4/26/21100T23710558ZCJ3B4/26/21101T23710559ZCJ3C4/26/21 No.Seal#Truss Name 102 T23710560 ZCJ5 Date 4/26/21103T23710561ZCJ5A4/26/21104T23710562ZCJ5B4/26/21105T23710563ZCJ5C4/26/21106T23710564ZCJ74/26/21107T23710565ZCJ7A4/26/21108T23710566ZCJ7B4/26/21109T23710567ZCJ7C4/26/21110T23710568ZEJ54/26/21111T23710569ZEJ74/26/21112T23710570ZEJ94/26/21113T23710571ZEJ9A4/26/21114T23710572ZEJ9B4/26/21115T23710573ZEJ374/26/21116T23710574ZEJ414/26/21117T23710575ZEJ454/26/21118T23710576ZEJ464/26/21119T23710577ZHJ44/26/21120T23710578ZHJ54/26/21121T23710579ZHJ74/26/21122T23710580ZHJ7A4/26/21123T23710581ZHJ7B4/26/21124T23710582ZHJ94/26/21125T23710583ZHJ9A4/26/21126T23710584ZHJ374/26/21127T23710585ZHJ414/26/21128T23710586ZHJ464/26/21 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 J40997 Truss A01G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710459 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:45 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-uyOX4S3a6mp5pyzSqS2xEGt6r9hdLEPrrucEqdzMu40 Scale = 1:75.3 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 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 3x4 5x8 4x6 6x8 5x12 3x8 4x8 7x8 2x4 3x8 3x8 8x8 2x4 3x8 2x4 4x8 7x6 3x8 2x4 4x10 5x8 4x8 8x12 SUH24 Special Special Special Special Special Special Special Special Special Special SUH24 SUH24 SUH24 SUH24 SUH24 SUH24 SUH24 SUH24 SUH24 5-0-5 5-0-5 9-10-13 4-10-9 14-9-6 4-10-9 19-9-10 5-0-5 23-3-0 3-5-6 27-0-12 3-9-12 30-10-8 3-9-12 32-6-14 1-8-6 35-1-0 2-6-2 39-7-0 4-6-0 5-0-5 5-0-5 9-10-13 4-10-9 14-9-6 4-10-9 19-9-10 5-0-5 23-3-0 3-5-6 27-0-12 3-9-12 32-6-14 5-6-2 35-1-0 2-6-2 39-7-0 4-6-0 8-7-143-4-03-4-08-7-145.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-5-12,0-2-8], [15:0-3-0,0-4-8], [19:0-4-0,0-4-12], [22:0-4-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.69 0.83 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.03 (loc) 19-21 14-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 752 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-23,11-12,7-17: 2x8 SP No.3, 6-17,8-17: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-23, 6-17 REACTIONS. (size)23=0-8-0, 12=0-7-0, 17=0-3-8 (req. 0-7-1) Max Horz 23=-369(LC 19) Max Uplift 23=-886(LC 4), 12=-1480(LC 10), 17=-2605(LC 8) Max Grav 23=4823(LC 26), 12=4936(LC 1), 17=11921(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-4053/759, 1-2=-2354/515, 2-3=-2354/515, 3-5=-2375/460, 5-6=-2375/460, 6-7=-708/3475, 7-8=-739/3462, 8-9=-206/797, 9-10=-3556/900, 10-11=-3556/900, 11-12=-4254/1380 BOT CHORD 22-23=-217/312, 21-22=-444/3154, 19-21=-444/3154, 18-19=-359/322, 17-18=-385/326, 15-17=-693/260, 14-15=-854/3589, 13-14=-868/3674 WEBS 1-22=-816/4502, 2-22=-340/141, 3-22=-1513/272, 3-21=-342/2147, 3-19=-1393/317, 5-19=-369/130, 6-19=-909/4555, 6-18=-267/1691, 6-17=-7615/1515, 7-17=-254/111, 8-17=-4439/1052, 8-15=-906/4201, 9-15=-4704/1186, 9-14=-291/1714, 10-13=-1138/424, 11-13=-972/4046 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) 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) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=886, 12=1480, 17=2605. Continued on page 2 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE BUILDING DESIGNER. MWFRS WIND DESIGN METHOD USED EXCLUSIVELY AS SPECIFIED BY ENGINEER OF RECORD. TYPICAL FOR ALL TRUSSES IN THIS JOB. "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. April 26,2021 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 J40997 Truss A01G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710459 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:45 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-uyOX4S3a6mp5pyzSqS2xEGt6r9hdLEPrrucEqdzMu40 NOTES- 10) Use USP SUH24 (With 4-16d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-2-0 oc max. starting at 21-8-12 from the left end to 37-8-12 to connect truss(es) to front face of bottom chord. 11) Use USP SUH24 (With 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent at 39-3-6 from the left end to connect truss(es) to front face of top chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 487 lb down and 305 lb up at 31-7-4, 487 lb down and 279 lb up at 33-7-4, and 487 lb down and 279 lb up at 35-7-4, and 487 lb down and 279 lb up at 37-7-4 on top chord, and 813 lb down and 171 lb up at 1-8-12, 828 lb down and 171 lb up at 3-8-12, 828 lb down and 171 lb up at 5-8-12, 818 lb down and 171 lb up at 7-8-12, 818 lb down and 171 lb up at 9-8-12, 816 lb down and 171 lb up at 11-8-12, 828 lb down and 171 lb up at 13-8-12, 828 lb down and 171 lb up at 15-8-12, and 816 lb down and 171 lb up at 17-8-12, and 823 lb down and 171 lb up at 19-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-9=-70, 9-11=-70, 12-23=-20 Concentrated Loads (lb) Vert: 20=-742(F) 21=-742(F) 18=-742(F) 11=-1437(F=-206) 26=-487 27=-487 28=-487 29=-487 31=-742(F) 33=-742(F) 34=-742(F) 36=-742(F) 37=-742(F) 39=-742(F) 41=-742(F) 42=-742(F) 43=-742(F) 44=-742(F) 45=-742(F) 46=-742(F) 47=-742(F) 48=-742(F) 49=-742(F) 50=-760(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 J40997 Truss A02 Truss Type Roof Special Girder Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710460 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:47 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-qLWIV74qeN3p3G6ryt4PJhyP?yNOp8v8IC5LuVzMu4_ Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 12 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 31 32 33 34 35 36 37 38 39 40 41 42 43 2x4 5x5 4x6 5x6 5x5 5x5 3x6 5x6 4x6 2x4 2x4 6x12 4x6 5x8 5x8 2x4 3x8 2x4 6x8 3x8 6x6 4x12 3x4 4x8 2x4 NAILED NAILED NAILED Special NAILED NAILED NAILED Special 1-7-10 1-7-10 7-1-0 5-5-6 12-4-10 5-3-10 17-10-0 5-5-6 22-1-0 4-3-0 23-1-0 1-0-0 26-10-0 3-9-0 32-3-0 5-5-0 37-8-0 5-5-0 38-11-8 1-3-8 40-4-0 1-4-8 42-2-8 1-10-8 1-7-10 1-7-10 7-1-0 5-5-6 12-4-10 5-3-10 17-10-0 5-5-6 22-1-0 4-3-0 26-10-0 4-9-0 32-3-0 5-5-0 37-8-0 5-5-0 38-11-8 1-3-8 42-2-8 3-3-0 7-5-94-4-118-1-110-6-02-0-01-0-01-0-08-1-115.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [6:0-3-0,0-2-4], [14:0-2-8,0-3-4], [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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.88 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.60 0.10 (loc) 21 19-20 13 l/defl >999 >790 n/a L/d 240 180 n/a PLATES MT20 Weight: 310 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 25-27,17-20: 2x4 SP No.1, 7-22,10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 20-23,14-18: 2x4 SP No.2, 1-27,11-13: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-8 oc bracing. Except: 6-0-0 oc bracing: 14-16 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 4-26, 6-23, 8-20, 9-14, 2-27 REACTIONS. (size)27=0-8-0, 13=1-4-0 Max Horz 27=-184(LC 8) Max Uplift 27=-398(LC 8), 13=-787(LC 8) Max Grav 27=2032(LC 37), 13=2235(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1507/324, 3-4=-1507/324, 4-6=-2555/589, 6-7=-4263/976, 7-8=-4266/905, 8-9=-5579/1332, 9-10=-1762/745, 10-11=-1915/781 BOT CHORD 26-27=0/395, 24-26=-285/2163, 23-24=-285/2163, 7-20=-364/154, 19-20=-1268/5596, 18-19=-1170/3851, 16-18=-112/289, 14-16=-251/179, 10-14=-79/570 WEBS 2-26=-401/2038, 3-26=-398/140, 4-26=-1286/298, 4-24=0/274, 4-23=-178/593, 6-23=-858/272, 20-23=-361/2405, 6-20=-629/2557, 8-20=-2049/645, 8-19=-966/220, 9-19=-349/2288, 9-18=-515/169, 9-14=-2273/532, 2-27=-1876/420, 11-14=-802/2129, 11-13=-2032/755, 14-18=-1077/3626 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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, 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) 27=398, 13=787. 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) 124 lb down and 386 lb up at 37-8-0 on top chord, and 82 lb down and 262 lb up at 37-6-4 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 Continued on page 2 April 26,2021 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 J40997 Truss A02 Truss Type Roof Special Girder Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710460 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:48 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-IX4gjT5SPhBggQh1VaberuValMidYb9HXsruQxzMu3z LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-6=-70, 6-8=-70, 8-10=-70, 10-12=-70, 22-27=-20, 21-22=-20, 16-20=-20, 15-16=-20, 14-28=-20 Concentrated Loads (lb) Vert: 10=195(F) 16=139(F) 34=121(F) 35=121(F) 36=121(F) 41=49(F) 42=49(F) 43=49(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 J40997 Truss A03 Truss Type Roof Special Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710461 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:49 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-mke2wp64A_JXIaGD3H7tO62mam1EH14QmWaRyOzMu3y Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 12 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 31 32 33 34 35 5x8 4x6 5x10 5x5 5x8 3x6 2x4 4x6 3x4 2x4 6x12 4x6 2x4 2x4 5x12 5x5 5x8 2x4 4x6 2x4 6x8 4x4 4x8 2x4 4x8 3-7-10 3-7-10 9-8-13 6-1-3 15-10-0 6-1-3 22-1-0 6-3-0 23-1-0 1-0-0 24-10-0 1-9-0 30-3-0 5-5-0 35-8-0 5-5-0 37-11-8 2-3-8 38-11-8 1-0-0 39-8-0 0-8-8 42-2-8 2-6-8 3-7-10 3-7-10 9-8-13 6-1-3 15-10-0 6-1-3 22-1-0 6-3-0 24-10-0 2-9-0 30-3-0 5-5-0 35-8-0 5-5-0 37-11-8 2-3-8 42-2-8 4-3-0 7-5-95-2-118-11-110-6-02-0-01-0-01-0-08-11-115.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-2-8], [4:0-3-0,Edge], [5:0-6-8,0-2-0], [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-AS 0.77 0.92 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.70 0.10 (loc) 19-20 19-20 13 l/defl >999 >669 n/a L/d 240 180 n/a PLATES MT20 Weight: 313 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 24-27,18-20: 2x4 SP No.1, 6-22,10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 20-23,14-17: 2x4 SP No.2, 1-27,11-13: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 20-22, 14-16 WEBS 1 Row at midpt 2-26, 3-25, 5-25, 5-23, 7-19, 1-27 REACTIONS. (size)27=0-8-0, 13=0-8-0 Max Horz 27=-184(LC 8) Max Uplift 27=-335(LC 8), 13=-331(LC 8) Max Grav 27=1984(LC 14), 13=2289(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-860/167, 2-3=-1705/336, 3-5=-1705/336, 5-6=-4219/709, 6-7=-4163/617, 7-8=-3563/558, 8-9=-3563/558, 9-10=-1360/232, 10-11=-1386/211, 1-27=-1940/342 BOT CHORD 25-26=0/788, 23-25=-190/2159, 6-20=-381/159, 19-20=-602/4558, 17-19=-198/1622 WEBS 2-26=-1333/290, 2-25=-288/1693, 3-25=-474/164, 5-25=-917/156, 20-23=-168/2047, 5-20=-418/2586, 7-20=-1285/258, 7-19=-1269/177, 8-19=-424/148, 9-19=-322/2360, 9-17=-568/105, 14-17=-199/1664, 9-14=-720/118, 1-26=-274/1724, 11-13=-2079/321, 11-14=-238/1858 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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, 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) 27=335, 13=331. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss A04 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710462 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:51 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-i6mpLV7KicZEXtQcBi9LTX76VajjlyDjDq3Y0GzMu3w Scale = 1:81.6 1 2 3 4 5 6 7 8 9 10 26 24 23 25 22 21 20 19 18 17 16 15 14 13 12 11 30 31 32 33 5x5 5x8 M18SHS 5x8 5x8 3x6 2x4 2x4 3x4 3x6 4x8 M18SHS 2x4 2x4 5x12 4x10 4x8 3x4 4x8 2x4 2x4 4x10 4x6 2x4 4x8 5x6 WB 1-7-0 1-7-0 2-7-0 1-0-0 5-7-10 3-0-10 13-10-0 8-2-6 22-10-0 9-0-0 27-3-0 4-5-0 33-8-0 6-5-0 37-11-8 4-3-8 38-11-8 1-0-0 39-8-0 0-8-8 42-2-8 2-6-8 1-7-0 1-7-0 5-7-10 4-0-10 9-4-0 3-8-6 13-10-0 4-6-0 22-10-0 9-0-0 27-3-0 4-5-0 33-8-0 6-5-0 37-11-8 4-3-8 42-2-8 4-3-0 7-5-96-0-129-9-120-6-02-0-01-0-09-9-125.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-2-0], [5:0-5-4,0-3-4], [7:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.74 0.92 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.59 0.12 (loc) 18-20 18-20 11 l/defl >999 >794 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 294 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 23-26,10-12: 2x4 SP No.2, 22-24,8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-15: 2x4 SP No.2, 1-26,9-11: 2x6 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 3-21, 1-26 2 Rows at 1/3 pts 5-20 REACTIONS. (size)26=0-8-0, 11=0-8-0 Max Horz 26=-367(LC 6) Max Uplift 26=-310(LC 8), 11=-356(LC 8) Max Grav 26=1992(LC 14), 11=2261(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1333/317, 2-3=-1183/320, 3-4=-2102/478, 4-5=-2349/464, 5-6=-3406/628, 6-7=-3406/628, 7-8=-1407/289, 8-9=-1367/234, 25-26=-1950/330, 1-25=-1843/346 BOT CHORD 21-22=-171/287, 20-21=-139/1671, 18-20=-586/3912, 16-18=-584/3920, 15-16=-265/1958 WEBS 1-21=-212/1670, 3-21=-1279/221, 3-20=-159/1143, 4-20=0/434, 5-20=-2142/421, 5-18=0/292, 5-16=-815/126, 6-16=-358/117, 7-16=-291/1754, 7-15=-270/106, 12-15=-250/1847, 7-12=-1016/143, 9-11=-2032/339, 9-12=-273/1858 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 26=310, 11=356. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss A05 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710463 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:53 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-fVtZmB9bEDpynBa_I7BpYyCPXNReDr40h8Yf59zMu3u Scale = 1:85.2 1 2 3 4 5 6 7 8 9 25 23 22 24 21 20 19 18 17 16 15 14 13 12 11 10 29 30 31 32 33 4x10 5x8 5x8 M18SHS 6x6 6x6 3x6 2x4 3x4 3x4 4x6 5x6 WB 3x4 2x4 5x12 4x4 4x8 3x4 2x4 4x10 3x8 2x4 4x8 4x6 1-7-0 1-7-0 2-7-0 1-0-0 7-7-10 5-0-10 11-10-0 4-2-6 20-10-0 9-0-0 25-3-0 4-5-0 31-8-0 6-5-0 37-11-8 6-3-8 38-11-8 1-0-0 39-8-0 0-8-8 42-2-8 2-6-8 1-7-0 1-7-0 7-7-10 6-0-10 11-10-0 4-2-6 20-10-0 9-0-0 25-3-0 4-5-0 31-8-0 6-5-0 37-11-8 6-3-8 42-2-8 4-3-0 7-5-96-10-1210-7-120-6-02-0-01-0-010-7-125.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-2-8], [3:0-4-8,0-2-0], [6:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.90 0.82 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.60 0.15 (loc) 17-19 17-19 10 l/defl >999 >781 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 299 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 21-23,7-13: 2x4 SP No.3, 18-24,15-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2, 1-25,8-10: 2x6 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 2-20, 5-14, 6-11, 1-25 2 Rows at 1/3 pts 4-19 REACTIONS. (size)25=0-8-0, 10=0-8-0 Max Horz 25=-390(LC 6) Max Uplift 25=-310(LC 8), 10=-356(LC 8) Max Grav 25=2068(LC 14), 10=2283(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1542/360, 2-3=-1758/440, 3-4=-1988/424, 4-5=-3495/646, 5-6=-2241/446, 6-7=-1521/344, 7-8=-1392/240, 24-25=-1968/334, 1-24=-1779/357 BOT CHORD 21-24=-31/383, 20-21=-181/346, 19-20=-71/1421, 17-19=-489/3447, 16-17=-441/3118, 14-16=-441/3118, 13-14=-11/269, 7-11=-346/154 WEBS 1-20=-201/1633, 2-20=-867/166, 2-19=-182/1250, 3-19=-14/362, 4-19=-2094/405, 5-17=-74/539, 5-14=-1291/210, 6-14=-42/812, 11-14=-276/1909, 6-11=-1134/117, 8-10=-2020/330, 8-11=-299/1935 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 25=310, 10=356. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss A06 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710464 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:54 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-7hRxzXAD?XxpOL9Bsri259lfNnkxyI59voICdbzMu3t Scale = 1:87.9 1 2 3 4 5 6 7 8 23 21 20 22 19 18 17 16 15 14 13 12 11 10 9 24 25 26 27 28 5x10 5x8 5x8 5x8 2x4 3x4 3x4 4x6 5x6 WB 4x4 2x4 5x12 3x4 4x8 2x4 2x4 4x8 5x10 3x4 4x8 4x6 1-7-0 1-7-0 2-7-0 1-0-0 9-7-10 7-0-10 9-8-13 0-1-3 9-10-0 0-1-3 18-10-0 9-0-0 23-3-0 4-5-0 29-8-0 6-5-0 37-11-8 8-3-8 38-11-8 1-0-0 39-8-0 0-8-8 1-7-0 1-7-0 2-7-0 1-0-0 9-7-10 7-0-10 9-8-13 0-1-3 9-10-0 0-1-3 18-10-0 9-0-0 23-3-0 4-5-0 29-8-0 6-5-0 34-3-12 4-7-12 37-11-8 3-7-12 39-8-0 1-8-8 7-5-97-8-1211-5-121-6-112-0-01-0-07-8-125.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-1-12], [5:0-5-12,0-2-8], [12:0-2-0,0-0-8], [19:0-0-8,0-1-8] 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-AS 0.64 0.95 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.52 0.15 (loc) 16-18 16-18 9 l/defl >999 >906 n/a L/d 240 180 n/a PLATES MT20 Weight: 298 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 3-5,5-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 19-21,7-12: 2x4 SP No.3, 17-22,11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2, 1-23: 2x6 SP No.2, 8-9: 2x6 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 1-23 2 Rows at 1/3 pts 3-18 REACTIONS. (size)23=0-8-0, 9=0-8-0 Max Horz 23=-407(LC 6) Max Uplift 23=-312(LC 8), 9=-308(LC 8) Max Grav 23=2082(LC 14), 9=2052(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1718/392, 2-3=-1733/391, 3-4=-2980/585, 4-5=-2980/585, 5-6=-2597/484, 6-7=-1664/318, 7-8=-1676/277, 22-23=-1954/338, 1-22=-1771/361, 8-9=-1869/293 BOT CHORD 21-23=-262/47, 19-22=-75/513, 18-19=-239/398, 16-18=-405/3059, 15-16=-403/3066, 13-15=-286/2280, 12-13=-10/408 WEBS 1-18=-201/1726, 3-18=-2020/381, 3-16=0/351, 4-15=-395/132, 5-15=-156/964, 10-13=-318/1805, 6-10=-1049/179, 8-10=-268/1820, 2-18=-35/647 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 23=312, 9=308. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss A07 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710465 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:56 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-34ZiOCBTX8BXefJZzGlWAaq_0bPzQCnSN6nJiUzMu3r Scale = 1:86.9 1 2 3 4 5 6 7 8 24 22 21 23 20 19 18 17 16 15 14 13 12 11 10 9 25 26 27 5x10 5x6 5x12 5x8 3x4 3x4 3x4 4x8 4x6 2x4 2x4 5x10 3x4 4x8 2x4 2x4 4x8 3x4 4x6 3x8 4x8 4x6 1-7-0 1-7-0 2-7-0 1-0-0 9-4-0 6-9-0 9-8-13 0-4-13 16-11-8 7-2-11 21-4-8 4-5-0 27-9-8 6-5-0 33-4-8 5-7-0 37-11-8 4-7-0 38-11-8 1-0-0 39-8-0 0-8-8 1-7-0 1-7-0 9-8-13 8-1-13 16-11-8 7-2-11 21-4-8 4-5-0 27-9-8 6-5-0 33-4-8 5-7-0 37-11-8 4-7-0 39-8-0 1-8-8 7-5-98-6-211-6-41-6-112-0-01-0-08-6-25.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-2-8], [10:0-4-4,0-2-8], [20:0-0-8,0-1-8] 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-AS 0.69 0.98 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.36 0.15 (loc) 19-20 19-20 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 296 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 20-22,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2, 1-24: 2x6 SP No.2, 8-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 3-19, 3-16, 1-24 REACTIONS. (size)24=0-8-0, 9=0-8-0 Max Horz 24=-411(LC 6) Max Uplift 24=-312(LC 8), 9=-308(LC 8) Max Grav 24=2082(LC 14), 9=2055(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1714/391, 2-3=-1714/401, 3-4=-2722/557, 4-5=-2722/557, 5-6=-2592/499, 6-7=-1736/338, 7-8=-1700/280, 23-24=-1940/342, 1-23=-1756/363, 8-9=-1901/296 BOT CHORD 22-24=-303/34, 20-23=-54/581, 19-20=-237/412, 17-19=-333/2701, 16-17=-332/2706, 14-16=-272/2261, 13-14=-292/2129 WEBS 1-19=-190/1675, 2-19=-80/744, 3-19=-1787/351, 3-17=0/262, 4-16=-389/130, 5-16=-102/688, 6-14=-34/291, 6-13=-303/104, 10-13=-274/1962, 6-10=-819/112, 8-10=-276/1864 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 24=312, 9=308. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss A08 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710466 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:58 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-?ThSpuDj2lSFtySy5gn_F?wFhO8ju7LlqQGPmMzMu3p Scale = 1:81.4 1 2 3 4 5 6 7 22 20 19 21 18 17 16 15 14 13 12 11 10 9 8 23 24 25 4x10 5x8 5x8 4x8 2x4 3x4 3x4 4x6 4x6 2x4 2x4 5x12 2x4 3x12 1x4 1x4 4x8 3x4 4x8 3x6 1-7-0 1-7-0 2-7-0 1-0-0 9-4-0 6-9-0 9-8-13 0-4-13 18-11-8 9-2-11 23-4-8 4-5-0 29-9-8 6-5-0 32-5-8 2-8-0 33-5-8 1-0-0 34-2-0 0-8-8 1-7-0 1-7-0 9-8-13 8-1-13 18-11-8 9-2-11 23-4-8 4-5-0 29-9-8 6-5-0 32-5-8 2-8-0 34-2-0 1-8-8 7-5-97-8-211-6-43-10-32-0-01-0-07-8-25.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-1-12], [5:0-5-4,0-1-12], [18:0-0-8,0-1-8] 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-AS 1.00 0.83 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.43 0.10 (loc) 15-17 15-17 8 l/defl >999 >936 n/a L/d 240 180 n/a PLATES MT20 Weight: 275 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 3-5,5-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 18-20,6-11: 2x4 SP No.3, 16-21,10-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-12: 2x4 SP No.2, 1-22,7-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 3-17 2 Rows at 1/3 pts 1-22 REACTIONS. (size)22=0-8-0, 8=0-8-0 Max Horz 22=-401(LC 6) Max Uplift 22=-266(LC 8), 8=-265(LC 8) Max Grav 22=1806(LC 14), 8=1745(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1446/346, 2-3=-1466/345, 3-4=-1992/420, 4-5=-1992/420, 5-6=-723/193, 6-7=-739/169, 21-22=-1697/294, 1-21=-1496/314, 7-8=-1648/269 BOT CHORD 20-22=-262/51, 18-21=-115/491, 17-18=-288/388, 15-17=-291/2304, 13-15=-290/2311, 12-13=-128/1033 WEBS 1-17=-148/1420, 2-17=-17/453, 3-17=-1374/274, 3-15=0/356, 3-13=-556/73, 4-13=-395/151, 5-13=-223/1362, 9-12=-117/1069, 5-9=-984/150, 7-9=-188/1395 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 22=266, 8=265. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss A09 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710467 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:59 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-TfEq0EDMp3a6V618fOIEoDSR2oTHdbUv34?zIpzMu3o Scale = 1:81.4 1 2 3 4 5 6 7 21 19 18 20 17 16 15 14 13 12 11 10 9 8 22 23 24 4x10 5x5 4x12 4x6 2x4 3x4 3x4 4x6 3x6 4x4 5x12 2x4 3x12 4x4 4x4 4x10 3x4 4x8 3x8 M18SHS 1-7-0 1-7-0 2-7-0 1-0-0 9-4-0 6-9-0 9-8-13 0-4-13 20-11-8 11-2-11 25-4-8 4-5-0 31-9-8 6-5-0 32-5-8 0-8-0 33-5-8 1-0-0 34-2-0 0-8-8 1-7-0 1-7-0 9-8-13 8-1-13 14-9-5 5-0-8 20-11-8 6-2-3 25-4-8 4-5-0 31-9-8 6-5-0 32-5-8 0-8-0 34-2-0 1-8-8 7-5-96-10-211-6-43-10-32-0-01-0-06-10-25.00 12 Plate Offsets (X,Y)-- [6:0-2-10,0-2-0], [11:0-2-0,0-0-8] 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-AS 0.90 0.87 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.50 -0.84 0.09 (loc) 14-16 14-16 8 l/defl >807 >480 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 264 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 17-19,6-11: 2x4 SP No.3, 15-20,10-13: 2x4 SP M 31 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-12: 2x4 SP No.2, 1-21,7-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 3-16, 1-21, 5-9 REACTIONS. (size)21=0-8-0, 8=0-8-0 Max Horz 21=-403(LC 6) Max Uplift 21=-266(LC 8), 8=-262(LC 8) Max Grav 21=1829(LC 14), 8=1729(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1458/338, 2-3=-1430/363, 3-4=-2882/581, 4-5=-2031/409, 5-6=-771/193, 6-7=-838/186, 20-21=-1730/290, 1-20=-1536/312, 7-8=-1615/266 BOT CHORD 17-20=-124/436, 16-17=-288/388, 14-16=-197/1793, 12-14=-331/2545, 11-12=0/275 WEBS 1-16=-122/1424, 2-16=-89/659, 3-16=-1109/281, 3-14=-229/1388, 4-14=-705/254, 4-12=-880/103, 5-12=-11/516, 9-12=-275/1741, 7-9=-203/1440, 5-9=-1533/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 21=266, 8=262. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss A10 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710468 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:01 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-Q1MaRwFcLgqqkQBXmpKiteXrmc9B5U8BWOU4NhzMu3m Scale = 1:81.4 1 2 3 4 5 6 7 8 23 21 20 22 19 18 17 16 15 14 13 12 11 10 9 24 25 26 4x10 5x5 3x6 5x12 2x4 3x4 3x4 3x4 4x8 3x6 3x4 2x4 5x12 4x10 3x4 3x4 1x4 4x10 3x4 5x6 4x6 1-7-0 1-7-0 2-7-0 1-0-0 9-4-0 6-9-0 9-8-13 0-4-13 16-1-12 6-4-15 20-11-8 4-9-12 22-11-8 2-0-0 27-2-8 4-3-0 32-5-8 5-3-0 33-5-8 1-0-0 34-2-0 0-8-8 2-7-0 2-7-0 9-8-13 7-1-13 16-1-12 6-4-15 22-11-8 6-9-12 27-2-8 4-3-0 33-9-8 6-7-0 34-2-0 0-4-8 7-5-96-0-111-6-43-8-92-0-01-0-06-0-15.00 12 Plate Offsets (X,Y)-- [19:0-0-8,0-1-8] 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-AS 0.69 0.78 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.37 0.12 (loc) 18-19 18-19 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 261 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 19-21,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.3, 10-13: 2x4 SP No.2, 1-23: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 4-18, 5-16, 6-10, 1-23 REACTIONS. (size)9=0-8-0, 23=0-8-0 Max Horz 23=-403(LC 6) Max Uplift 9=-265(LC 8), 23=-266(LC 8) Max Grav 9=1690(LC 14), 23=1815(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1411/343, 2-4=-1399/362, 4-5=-2190/435, 5-6=-2008/386, 6-7=-752/174, 7-8=-736/169, 8-9=-1547/263, 22-23=-1643/299, 1-22=-1483/318 BOT CHORD 21-23=-320/30, 19-22=-98/589, 18-19=-281/405, 16-18=-229/1948, 14-16=-393/2650, 13-14=-392/2656, 7-10=-262/104 WEBS 1-18=-133/1357, 2-18=-74/584, 4-18=-1288/268, 4-16=-63/804, 5-16=-954/200, 5-13=-1097/175, 6-13=-45/627, 10-13=-274/1760, 6-10=-1538/261, 8-10=-272/1640 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 9=265, 23=266. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss A11 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710469 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:02 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-uEwzfGGE6_ygMamjKWsxQr40q?UcqywLl2Edv7zMu3l Scale = 1:81.4 1 2 3 4 5 6 7 8 22 20 19 21 18 17 16 15 14 13 12 11 10 9 23 24 25 4x10 5x6 3x6 5x5 2x4 3x4 3x4 3x4 4x8 3x6 2x4 2x4 5x10 4x10 3x4 3x4 5x8 3x4 4x6 5x6 WB 1-7-0 1-7-0 2-7-0 1-0-0 9-4-0 6-9-0 9-8-13 0-4-13 17-6-5 7-9-8 24-11-8 7-5-3 28-2-8 3-3-0 32-5-8 4-3-0 33-5-8 1-0-0 34-2-0 0-8-8 1-7-0 1-7-0 9-8-13 8-1-13 17-6-5 7-9-8 24-11-8 7-5-3 28-2-8 3-3-0 32-5-8 4-3-0 34-2-0 1-8-8 7-5-95-2-111-6-43-2-12-0-01-0-05-2-15.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-2-8], [18:0-0-8,0-1-8] 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-AS 0.67 0.83 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.61 0.12 (loc) 13-15 13-15 9 l/defl >999 >666 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 19-22,9-10: 2x4 SP No.2, 18-20,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.3, 10-13: 2x4 SP No.2, 1-22: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 4-17, 5-15, 1-22 REACTIONS. (size)9=0-8-0, 22=0-8-0 Max Horz 22=-406(LC 6) Max Uplift 9=-265(LC 8), 22=-267(LC 8) Max Grav 9=1711(LC 14), 22=1821(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1423/345, 2-4=-1419/357, 4-5=-2437/450, 5-6=-2219/378, 6-7=-951/190, 7-8=-932/184, 8-9=-1575/257, 21-22=-1650/297, 1-21=-1491/319 BOT CHORD 20-22=-305/38, 18-21=-74/566, 17-18=-266/405, 15-17=-263/2123, 13-15=-454/2855 WEBS 1-17=-138/1375, 2-17=-54/542, 4-17=-1412/282, 4-15=-24/770, 5-15=-856/215, 5-13=-1120/256, 6-13=-59/692, 10-13=-260/2100, 6-10=-1529/228, 8-10=-275/1736 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 9=265, 22=267. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss A12 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710470 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:04 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-qc2j4xHUebCObtw6RxuPVG9K8pAjIo4eCLjk_0zMu3j Scale = 1:81.4 1 2 3 4 5 6 7 23 21 20 22 19 18 17 16 15 14 13 11 10 12 9 8 24 25 26 27 4x10 5x6 3x6 5x12 3x4 3x4 3x4 3x4 4x6 4x6 3x4 4x6 5x12 3x12 3x4 3x4 5x6 1x4 1x4 4x6 4x8 NAILED NAILED 1-7-0 1-7-0 2-7-0 1-0-0 9-4-0 6-9-0 9-8-13 0-4-13 18-6-5 8-9-8 24-11-8 6-5-3 26-11-8 2-0-0 30-2-8 3-3-0 32-5-8 2-3-0 33-5-8 1-0-0 34-2-0 0-8-8 2-7-0 2-7-0 9-8-13 7-1-13 14-6-8 4-9-11 18-6-5 3-11-13 19-9-0 1-2-11 26-11-8 7-2-8 30-2-8 3-3-0 33-5-8 3-3-0 34-2-0 0-8-8 7-5-94-4-111-6-42-4-12-0-04-4-15.00 12 Plate Offsets (X,Y)-- [9:0-2-8,0-2-0], [12:0-5-0,0-2-12], [19:0-0-8,0-1-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.81 0.86 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.38 0.12 (loc) 16-18 14-16 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 2-3: 2x4 SP No.1, 5-7: 2x4 SP No.2, 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 20-23,8-12: 2x4 SP No.2, 19-21,9-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.3, 1-23: 2x6 SP No.2, 12-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-23 8-7-10 oc bracing: 14-16. 10-0-0 oc bracing: 8-9 WEBS 1 Row at midpt 4-18, 5-16, 1-23 REACTIONS. (size)8=0-8-0, 23=0-8-0 Max Horz 23=-408(LC 30) Max Uplift 8=-350(LC 8), 23=-273(LC 8) Max Grav 8=1750(LC 37), 23=1826(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1432/348, 2-4=-1441/358, 4-5=-2640/489, 5-6=-2499/507, 6-7=-2525/504, 7-8=-1497/343, 22-23=-1646/303, 1-22=-1507/324 BOT CHORD 21-23=-273/39, 19-22=-84/522, 18-19=-254/392, 16-18=-319/2299, 14-16=-529/3196, 13-14=-85/421, 11-13=-77/359, 9-12=-280/83 WEBS 1-18=-148/1403, 2-18=-46/517, 4-18=-1524/332, 4-16=-7/687, 5-16=-956/224, 5-14=-597/185, 5-12=-947/188, 12-14=-456/2873, 7-12=-518/2758 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 8=350, 23=273. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (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 Continued on page 2 April 26,2021 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 J40997 Truss A12 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710470 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:04 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-qc2j4xHUebCObtw6RxuPVG9K8pAjIo4eCLjk_0zMu3j LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-70, 2-5=-70, 5-7=-70, 21-23=-20, 20-21=-20, 11-19=-20, 10-11=-20, 8-9=-20 Concentrated Loads (lb) Vert: 24=64(B) 25=64(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40997 Truss A13G Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710471 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:06 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-m?ATUdJlACS6rB3UZMwtahFeWdsBmiixgfCr2vzMu3h Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 4x8 5x8 5x8 4x8 5x6 3x4 3x4 4x8 4x10 3x6 3x6 3x8 3x6 4x8 2x4 3x6 3x6 4x10 6x12 3x8 4x6 4x6 4x8 4x8 7-3-0 7-3-0 14-2-8 6-11-8 19-0-13 4-10-5 23-11-2 4-10-5 31-4-9 7-5-7 38-10-0 7-5-7 39-0-0 0-2-0 41-10-14 2-10-14 46-10-0 4-11-2 7-3-0 7-3-0 14-2-8 6-11-8 19-0-13 4-10-5 23-11-2 4-10-5 31-4-9 7-5-7 38-10-0 7-5-7 41-10-14 3-0-14 46-10-0 4-11-2 3-6-149-5-1410-9-143-4-01-4-010-9-145.00 12 Plate Offsets (X,Y)-- [3:0-4-0,Edge], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [7:0-2-4,Edge], [15:0-9-12,0-3-0], [16:0-3-8,0-2-0], [23:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.86 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.29 0.06 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 324 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 9-14: 2x8 SP No.3 WEBS 2x4 SP No.3 *Except* 11-12: 2x6 SP No.3, 13-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-0-0 oc purlins (4-3-14 max.): 4-6, 10-11. BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. WEBS 1 Row at midpt 2-21, 5-20, 6-18, 8-18 REACTIONS. (size)12=0-8-0, 24=Mechanical, 14=0-4-0 Max Horz 24=288(LC 24) Max Uplift 12=-224(LC 10), 24=-324(LC 25), 14=-591(LC 8) Max Grav 12=479(LC 17), 24=1985(LC 13), 14=3085(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2141/387, 2-4=-2175/472, 4-5=-2044/497, 5-6=-2044/497, 6-8=-2223/486, 8-9=-2244/442, 9-10=-113/757, 10-11=-260/259, 11-12=-432/264, 1-24=-1876/347 BOT CHORD 23-24=-269/247, 21-23=-145/2057, 20-21=-105/2033, 18-20=-121/1972, 16-18=-203/1932, 15-16=-576/171, 14-15=-3048/597, 9-15=-2469/497 WEBS 2-23=-597/198, 4-21=-10/283, 4-20=-72/378, 5-20=-361/114, 6-20=-61/368, 6-18=-22/318, 8-16=-612/183, 9-16=-342/2558, 13-15=-292/348, 10-15=-827/251, 10-13=-274/421, 11-13=-288/256, 1-23=-312/2034 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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, 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) 12=224, 24=324, 14=591. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 395 lb down and 242 lb up at 40-3-4, 395 lb down and 227 lb up at 41-10-14, and 166 lb down and 114 lb up at 43-11-4, and 200 lb down and 155 lb up at 45-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 OC. MAX. TYPICAL. April 26,2021 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 J40997 Truss A13G Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710471 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:06 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-m?ATUdJlACS6rB3UZMwtahFeWdsBmiixgfCr2vzMu3h 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, 6-10=-70, 10-11=-70, 15-24=-20, 12-14=-20 Concentrated Loads (lb) Vert: 10=-315 27=-315 28=-91 29=-137 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 J40997 Truss A14 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Sztankovits Res Job Reference (optional) T23710472 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:09 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-Barc7fLdT7qhieo3EUUaCKt84qv6z3TNMdQVfDzMu3e Scale = 1:88.9 1 2 3 4 5 6 7 8 9 10 11 12 133130 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 35 36 37 5x5 5x5 3x4 3x4 3x4 3x4 4x10 3x6 4x6 3x10 4x6 3x6 5x10 3x4 3x8 3x6 4x10 6x12 3x6 3x8 2x4 4x6 2-7-0 2-7-0 7-4-0 4-9-0 12-1-0 4-9-0 14-2-8 2-1-8 19-0-13 4-10-5 23-11-2 4-10-5 31-4-9 7-5-7 38-10-0 7-5-7 39-0-0 0-2-0 42-8-0 3-8-0 46-6-0 3-10-0 46-10-0 0-4-0 48-8-8 1-10-8 2-7-0 2-7-0 7-4-0 4-9-0 12-1-0 4-9-0 14-2-8 2-1-8 19-0-13 4-10-5 23-11-2 4-10-5 31-4-9 7-5-7 38-10-0 7-5-7 42-8-0 3-10-0 46-6-0 3-10-0 48-8-8 2-2-8 3-6-149-5-1410-9-150-6-01-4-02-4-01-4-010-9-145.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-4-0,Edge], [4:0-2-8,0-2-7], [7:0-4-0,Edge], [9:0-4-0,Edge], [17:0-10-0,0-3-0], [18:0-3-8,0-2-0], [25:0-4-0,0-2-8], [27:0-3-8,0-1-8] 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-AS 0.93 0.71 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.11 (loc) 18-20 18-20 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 335 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 28-30,4-23: 2x4 SP No.3, 10-16: 2x8 SP No.3 WEBS 2x4 SP No.3 *Except* 15-17,22-25: 2x4 SP No.2, 12-14: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-0-0 oc purlins: 4-6. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 23-25 WEBS 1 Row at midpt 2-25, 5-25, 5-20, 8-20, 5-22 REACTIONS. (size)31=Mechanical, 16=0-4-0, 14=0-8-0 Max Horz 31=231(LC 7) Max Uplift 31=-306(LC 8), 16=-402(LC 8), 14=-68(LC 8) Max Grav 31=1993(LC 13), 16=2716(LC 14), 14=339(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2534/384, 2-4=-2429/454, 4-5=-2155/449, 5-6=-1937/457, 6-8=-2170/456, 8-10=-2141/393, 10-11=-83/766, 29-31=-1948/296, 1-29=-1848/312 BOT CHORD 28-29=-84/341, 27-28=-215/365, 25-27=-127/2418, 20-22=-94/2093, 18-20=-144/1830, 17-18=-589/151, 16-17=-2659/414, 10-17=-2365/419, 4-25=-35/559 WEBS 1-27=-308/2158, 2-27=-461/181, 5-25=-38/308, 5-20=-373/36, 6-20=-25/445, 8-18=-626/173, 10-18=-313/2574, 11-17=-597/147, 12-14=-257/91, 5-22=-276/51, 22-25=-81/2079 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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 4x8 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) 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) 14 except (jt=lb) 31=306, 16=402. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 26,2021 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 J40997 Truss A15G Truss Type HIP GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710473 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:14 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-XYeVAMPmHgT_oQh1113lvNa03rYOeKf6Wv8GKRzMu3Z Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 32 30 29 31 28 27 26 25 23 24 22 21 20 19 18 17 16 15 14 33 34 3536 37 38 39 40 4142 4344 45 46 47 48 49 50 51 52 53 54 55 56 57 58 5960 4x6 6x8 6x6 7x6 3x8 M18SHS 6x8 6x8 M18SHS 8x8 3x4 3x10 M18SHS 3x6 4x4 7x6 5x6 8x8 10x10 6x8 M18SHS 7x8 10x14 3x6 7x8 4x8 7x14 M18SHS 4x8 6x8 M18SHS 6x16 8x14 8x8 6x6 HUS26 Special HUS26 HUS26 HUS26 HUS26 HUS26 Special HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 0-8-8 2-7-0 2-7-0 7-4-0 4-9-0 12-1-0 4-9-0 13-4-14 1-3-14 14-2-8 0-9-10 17-8-0 3-5-8 23-11-2 6-3-2 31-4-9 7-5-7 38-10-0 7-5-7 39-0-0 0-2-0 42-8-4 3-8-4 46-10-0 4-1-12 2-7-0 2-7-0 7-4-0 4-9-0 12-1-0 4-9-0 14-2-8 2-1-8 17-8-0 3-5-8 23-11-2 6-3-2 28-10-12 4-11-10 33-10-6 4-11-10 38-10-0 4-11-10 42-8-4 3-10-4 46-10-0 4-1-12 3-6-149-5-1510-9-151-3-61-4-02-4-01-4-010-9-155.00 12 2.57 12 Plate Offsets (X,Y)-- [1:0-3-12,0-2-8], [8:0-3-0,0-3-4], [9:0-4-0,0-2-12], [10:0-4-0,Edge], [15:0-4-0,0-4-12], [16:0-5-12,0-1-2], [17:0-4-12,0-6-0], [18:0-5-0,0-5-12], [20:0-3-8 ,0-6-4], [22:0-6-8,0-4-8], [26:0-2-8,0-4-12], [27:0-3-8,0-4-4], [28:0-8-0,0-1-12], [32:0-4-8,0-1-2] 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-MS 0.85 0.96 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.60 0.19 (loc) 23-26 23-26 16 l/defl >999 >780 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 886 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 10-13,8-10: 2x4 SP No.2 BOT CHORD 2x8 SP SS *Except* 29-32: 2x6 SP No.2, 25-31,23-25: 2x6 SP DSS 11-16,14-16: 2x8 SP No.2, 6-22: 2x6 SP No.3, 22-23: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 9-17: 2x4 SP M 31, 15-17: 2x6 SP No.3, 1-32,13-14: 2x8 SP No.3 2-26: 2x4 SP No.2, 1-27: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-10-0 oc bracing: 16-17 6-0-0 oc bracing: 15-16. 6-0-0 oc bracing: 6-22 10-0-0 oc bracing: 27-28 WEBS 1 Row at midpt 9-17 REACTIONS. (size)32=0-8-0, 16=0-4-0 (req. 0-8-15), 14=0-8-0 Max Horz 32=-322(LC 6) Max Uplift 32=-2248(LC 8), 16=-2892(LC 8), 14=-104(LC 8) Max Grav 32=12066(LC 29), 16=15145(LC 2), 14=732(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8957/1657, 2-3=-14822/2768, 3-5=-14335/2696, 5-6=-13351/2555, 6-7=-12635/2457, 7-8=-12970/2543, 8-9=-12371/2430, 9-11=-414/2453, 11-12=-548/2775, 31-32=-11792/2187, 1-31=-10911/2014 BOT CHORD 28-31=-400/947, 27-28=-400/947, 26-27=-1399/8304, 23-26=-2325/13800, 20-22=-2006/11951, 18-20=-2022/11628, 17-18=-1579/8997, 16-17=-14716/2833, 11-17=-514/172, 15-16=-1150/220, 14-15=-59/389, 6-22=-2033/362, 22-23=-2181/13333 WEBS 3-26=-465/416, 3-23=-758/248, 7-22=-167/1381, 7-20=-686/3461, 8-20=-192/663, 8-18=-966/138, 9-18=-877/5125, 9-17=-15383/2911, 15-17=-211/1480, 12-17=-2867/604, 12-15=-305/1798, 13-15=-504/139, 6-23=-357/1983, 28-30=-412/1923, 5-23=-900/5111, 2-27=-5912/1115, 2-26=-1190/6682, 1-27=-1883/10269 NOTES- 1) 2-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, 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x8 - 2 rows staggered at 0-6-0 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=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. Continued on page 2 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE BUILDING DESIGNER. April 26,2021 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 J40997 Truss A15G Truss Type HIP GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710473 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:14 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-XYeVAMPmHgT_oQh1113lvNa03rYOeKf6Wv8GKRzMu3Z NOTES- 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. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) WARNING: Required bearing size at joint(s) 16 greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 32=2248, 16=2892, 14=104. 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 0-9-4 from the left end to 44-9-4 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1088 lb down and 217 lb up at 2-7-0, and 1080 lb down and 212 lb up at 14-6-0 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: 1-5=-70, 5-7=-70, 7-13=-70, 29-32=-20, 23-28=-20, 22-24=-20, 17-22=-20, 14-16=-20, 22-23=-20 Concentrated Loads (lb) Vert: 29=-1088(B) 23=-979(B) 35=-1097(B) 37=-1086(B) 38=-1063(B) 39=-994(B) 40=-979(B) 41=-979(B) 44=-979(B) 45=-979(B) 46=-979(B) 47=-994(B) 48=-998(B) 49=-998(B) 50=-1016(B) 52=-994(B) 53=-979(B) 54=-979(B) 55=-979(B) 56=-979(B) 57=-979(B) 58=-979(B) 59=-979(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 J40997 Truss B01G Truss Type COMMON GIRDER Qty 2 Ply 1 Sztankovits Res Job Reference (optional) T23710474 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:16 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-UwmFb2R0pHjh1jqP8S6D_ofPxeL56FjPzDdMPKzMu3X Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 23 24 25 26 3x6 4x6 3x6 3x4 4x6 3x8 3x8 7x6 4x8 3x6 3x8 7x6 4x8 3x6 3x4 4x6 NAILED NAILED NAILED HUS26 HUS26 NAILED 1-10-8 1-10-8 2-2-8 0-4-0 7-4-12 5-2-4 13-6-8 6-1-12 19-8-4 6-1-12 24-10-8 5-2-4 25-2-8 0-4-0 27-1-0 1-10-8 2-2-8 2-2-8 7-4-12 5-2-4 13-4-2 5-11-6 13-8-14 0-4-12 19-8-4 5-11-6 24-10-8 5-2-4 27-1-0 2-2-8 0-6-06-0-110-6-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.69 0.56 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.03 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-11,8-10,3-15,2-16: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. REACTIONS. (size)10=0-8-0, 16=0-8-0 Max Horz 16=-156(LC 6) Max Uplift 10=-486(LC 8), 16=-549(LC 8) Max Grav 10=2035(LC 1), 16=2035(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2830/708, 3-5=-1987/527, 5-7=-1987/527, 7-8=-2830/720 BOT CHORD 15-16=-179/314, 13-15=-581/2550, 11-13=-593/2550 WEBS 5-13=-252/1029, 7-13=-947/314, 7-11=-218/424, 8-11=-561/2435, 8-10=-1788/481, 3-13=-947/301, 3-15=-218/435, 2-15=-598/2435, 2-16=-1788/509 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=486, 16=549. 7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 12-3-8 oc max. starting at 7-4-12 from the left end to 19-8-4 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-9=-70, 17-20=-20 Concentrated Loads (lb) Vert: 11=-791(F) 15=-791(F) 23=-10(F) 24=-10(F) 25=-15(F) 26=-15(F) April 26,2021 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 J40997 Truss B02 Truss Type ATTIC Qty 18 Ply 1 Sztankovits Res Job Reference (optional) T23710475 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:19 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-uVSOD4Tu6C5GuBZ_qbfwcRHsssG1JiIrfBr10ezMu3U Scale = 1:45.2 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 203x6 4x6 3x6 3x4 4x6 2x4 4x6 3x6 2x4 4x6 3x6 3x4 3x4 1x4 3x6 2x4 3x6 2x4 3x4 4x6 8-0-04-4-01-10-8 1-10-8 2-2-8 0-4-0 9-4-12 7-2-4 17-8-4 8-3-8 24-10-8 7-2-4 25-2-8 0-4-0 27-1-0 1-10-8 4-10-3 4-10-3 9-4-12 4-6-9 10-0-0 0-7-4 11-4-14 1-4-14 13-6-8 2-1-10 15-8-2 2-1-10 17-1-0 1-4-14 17-8-4 0-7-4 22-2-13 4-6-9 27-1-0 4-10-3 0-6-06-1-110-6-05.00 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-AS 0.91 1.00 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.25 -0.41 0.05 -0.18 (loc) 16-17 16-17 14 16-17 l/defl >999 >665 n/a 549 L/d 240 180 n/a 360 PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 15-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-8: 2x4 SP No.2, 2-19,12-14: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 20 REACTIONS. (size)19=0-8-0, 14=0-8-0 Max Horz 19=157(LC 7) Max Uplift 19=-157(LC 8), 14=-93(LC 8) Max Grav 19=1464(LC 14), 14=1464(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1917/17, 5-6=-1698/48, 8-9=-1699/47, 9-11=-1918/18 BOT CHORD 17-19=-2/1503, 16-17=0/1725, 14-16=-24/1386 WEBS 9-16=0/344, 11-16=0/458, 5-17=0/344, 3-17=0/456, 6-20=-1846/87, 8-20=-1846/87, 3-19=-1923/134, 11-14=-1922/98 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 150.0lb AC unit load placed on the interior chord, 13-6-8 from left end, supported at two points, 5-0-0 apart. 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). 5-6, 8-9, 6-20, 8-20 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 19=157. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 26,2021 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 J40997 Truss B03 Truss Type ATTIC Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710476 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:21 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-qua8elU9epL_8UjNx0hOhsMCNfxWnVX87VK74XzMu3S Scale = 1:46.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 15 21 223x6 4x4 4x4 3x6 3x4 4x6 4x6 3x6 2x4 3x4 3x4 2x4 4x6 3x6 3x6 2x4 3x6 2x4 3x4 4x6 1x4 1x4 8-0-0 4-4-01-10-8 1-10-8 2-2-8 0-4-0 9-4-12 7-2-4 17-8-4 8-3-8 24-10-8 7-2-4 25-2-8 0-4-0 27-1-0 1-10-8 4-10-3 4-10-3 9-4-12 4-6-9 10-0-0 0-7-4 11-4-14 1-4-14 13-0-0 1-7-2 14-1-0 1-1-0 15-8-2 1-7-2 17-1-0 1-4-14 17-8-4 0-7-4 22-2-13 4-6-9 27-1-0 4-10-3 0-6-05-11-00-6-05-11-05.00 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-AS 0.90 1.00 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.24 -0.41 0.05 -0.18 (loc) 17-18 17-18 15 17-18 l/defl >999 >669 n/a 562 L/d 240 180 n/a 360 PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 16-19: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-9: 2x4 SP No.2, 2-20,13-15: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)20=0-8-0, 15=0-8-0 Max Horz 20=151(LC 7) Max Uplift 20=-157(LC 8), 15=-93(LC 8) Max Grav 20=1465(LC 14), 15=1465(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1915/17, 5-6=-1696/48, 7-8=0/268, 9-10=-1697/47, 10-12=-1916/18 BOT CHORD 18-20=-2/1500, 17-18=0/1724, 15-17=-25/1387 WEBS 3-18=0/457, 5-18=0/343, 6-21=-1890/87, 21-22=-1875/88, 9-22=-1892/86, 10-17=0/343, 12-17=0/459, 3-20=-1925/134, 12-15=-1924/98 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 150.0lb AC unit load placed on the interior chord, 13-6-8 from left end, supported at two points, 5-0-0 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). 5-6, 9-10, 6-21, 21-22, 9-22 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-18 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 20=157. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 26,2021 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 J40997 Truss B04 Truss Type ATTIC Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710477 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:23 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-mGhv3RWPARbiNotl3QksmHSc8Td9FWLRappE9QzMu3Q Scale = 1:46.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 23 24 3x4 3x4 4x6 4x6 3x6 4x6 4x6 4x6 3x6 3x6 2x4 3x6 2x4 4x6 6x6 6x6 1-10-8 1-10-8 2-2-8 0-4-0 9-4-12 7-2-4 17-8-4 8-3-8 24-10-8 7-2-4 25-2-8 0-4-0 27-1-0 1-10-8 4-10-3 4-10-3 8-9-2 3-10-15 9-4-12 0-7-10 10-0-0 0-7-4 11-0-0 1-0-0 16-1-0 5-1-0 17-1-0 1-0-0 17-8-4 0-7-4 18-3-14 0-7-10 22-2-13 3-10-15 27-1-0 4-10-3 0-6-05-1-00-6-05-1-05.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-0-13], [6:0-3-0,0-0-13] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.63 0.98 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.22 -0.37 0.05 -0.15 (loc) 13-14 13-14 11 13-14 l/defl >999 >743 n/a 662 L/d 240 180 n/a 360 PLATES MT20 Weight: 142 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-15: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-16,9-11: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)16=0-8-0, 11=0-8-0 Max Horz 16=-128(LC 6) Max Uplift 16=-157(LC 8), 11=-93(LC 8) Max Grav 16=1466(LC 14), 11=1466(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1918/22, 4-5=-1709/52, 5-6=-1691/68, 6-7=-1710/51, 7-8=-1918/22 BOT CHORD 14-16=0/1478, 13-14=0/1735, 11-13=-22/1383 WEBS 3-14=0/486, 4-14=0/336, 7-13=0/336, 8-13=0/487, 3-16=-1932/128, 8-11=-1931/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 150.0lb AC unit load placed on the top chord, 13-6-8 from left end, supported at two points, 5-0-0 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). 4-5, 5-6, 6-7 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 16=157. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 26,2021 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 J40997 Truss B05 Truss Type ATTIC Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710478 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:25 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-jfpfU7Yfi2rQc608ArmKriXtYHLFjQbk17ILDIzMu3O Scale = 1:46.8 1 2 3 4 5 7 6 8 9 10 16 15 14 13 12 11 23 24 25 26 3x4 7x10 M18SHS 5x8 M18SHS5x5 3x6 3x4 5x6 WB 4x6 3x6 4x6 4x6 3x6 2x4 3x6 2x4 4x6 8-3-03-4-01-10-8 1-10-8 2-2-8 0-4-0 9-4-12 7-2-4 17-8-4 8-3-8 24-10-8 7-2-4 25-2-8 0-4-0 27-1-0 1-10-8 4-7-13 4-7-13 8-2-0 3-6-3 9-0-0 0-10-0 9-4-12 0-4-12 13-9-2 4-4-6 14-0-0 0-2-14 15-0-0 1-0-0 16-0-8 1-0-8 17-1-0 1-0-8 17-8-4 0-7-4 18-3-14 0-7-10 22-2-13 3-10-15 27-1-0 4-10-3 0-6-04-3-05-1-30-6-04-3-05.00 12 Plate Offsets (X,Y)-- [4:0-7-13,0-3-3], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.96 0.88 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.23 -0.35 0.05 -0.18 (loc) 11-13 11-13 11 13-14 l/defl >999 >784 n/a 566 L/d 240 180 n/a 360 PLATES MT20 M18SHS Weight: 144 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-15: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 2-16,9-11: 2x6 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)16=0-8-0, 11=0-8-0 Max Horz 16=-133(LC 6) Max Uplift 16=-199(LC 8), 11=-165(LC 8) Max Grav 16=1538(LC 14), 11=1649(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2237/130, 4-5=-2063/146, 5-7=-1507/92, 5-6=-616/88, 6-7=-634/95, 7-8=-2277/152 BOT CHORD 14-16=-48/1422, 13-14=-23/2112, 11-13=-101/1530 WEBS 3-14=0/928, 8-13=0/723, 3-16=-1913/188, 2-16=-310/95, 8-11=-2016/177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 150.0lb AC unit load placed on the top chord, 13-6-8 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-7, 5-6, 6-7 10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=199, 11=165. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.April 26,2021 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 J40997 Truss B06 Truss Type ATTIC Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710479 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:27 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-f2xQupZwDf57sPAXIGoox7cDl4_tBHr0VQnSIBzMu3M Scale = 1:46.8 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 2627 3x4 4x8 4x6 2x4 3x6 3x4 5x6 WB 3x8 2x4 5x5 4x6 1x4 3x8 4x6 3x6 3x6 2x4 4x10 M18SHS 3x4 8-0-0 3-6-111-7-71-10-8 1-10-8 2-2-8 0-4-0 7-0-0 4-9-8 9-4-12 2-4-12 12-0-0 2-7-4 17-8-4 5-8-4 25-2-8 7-6-4 27-1-0 1-10-8 2-2-8 2-2-8 7-0-0 4-9-8 9-4-12 2-4-12 12-0-0 2-7-4 13-9-2 1-9-2 15-0-0 1-2-14 16-0-8 1-0-8 17-1-0 1-0-8 17-8-4 0-7-4 18-3-14 0-7-10 22-2-13 3-10-15 27-1-0 4-10-3 0-6-03-5-05-1-30-6-03-5-05.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.91 1.00 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.35 -0.75 0.04 -0.21 (loc) 15-16 15-16 13 15-16 l/defl >779 >362 n/a 481 L/d 240 180 n/a 360 PLATES MT20 M18SHS Weight: 144 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP M 31, 8-12: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 14-17: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 2-19,11-13: 2x6 SP No.3, 7-9: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)19=0-8-0, 13=0-8-0 Max Horz 19=128(LC 7) Max Uplift 19=-146(LC 8), 13=-89(LC 8) Max Grav 19=1474(LC 14), 13=1463(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1894/29, 3-4=-2043/0, 4-5=-2067/0, 5-7=-1979/33, 7-8=-75/477, 8-9=-66/386, 9-10=-2187/20, 11-12=-52/286 BOT CHORD 16-18=0/1767, 15-16=0/2054, 13-15=-16/1263 WEBS 2-19=-1417/153, 2-18=-5/1698, 3-16=0/684, 6-16=-714/10, 4-6=-461/7, 9-15=0/404, 10-13=-1900/85, 11-13=-358/59, 10-15=0/945, 7-9=-2485/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 150.0lb AC unit load placed on the top chord, 13-6-8 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5, 5-7, 7-9 10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 19=146. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 26,2021 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 J40997 Truss B07G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710480 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:29 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-bQ2AJUbAlHMr5jKvPhrG0YiaUuhKfACJykGYM3zMu3K Scale = 1:46.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 28 3x4 5x5 5x12 4x4 3x4 4x6 2x4 3x6 5x10 1x4 3x4 3x6 1x4 6x6 3x8 2x4 2x4 2x4 4x6 1x4 2x4 Special Special LSSH210 6-1-43-6-41-10-8 1-10-8 2-2-8 0-4-0 5-0-0 2-9-8 6-9-12 1-9-12 10-0-0 3-2-4 12-10-2 2-10-2 19-2-14 6-4-12 24-10-8 5-7-10 25-2-8 0-4-0 27-1-0 1-10-8 2-2-8 2-2-8 5-0-0 2-9-8 6-9-12 1-9-12 10-0-0 3-2-4 12-10-2 2-10-2 16-0-8 3-2-6 19-2-14 3-2-6 24-10-8 5-7-10 27-1-0 2-2-8 0-6-02-7-05-1-30-6-02-7-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.94 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.95 0.05 (loc) 16-17 16-17 13 l/defl >556 >286 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-8,8-12: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 14-18: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 2-20,11-13,4-19: 2x6 SP No.3, 7-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)20=0-8-0, 13=0-8-0 Max Horz 20=-128(LC 30) Max Uplift 20=-515(LC 8), 13=-267(LC 8) Max Grav 20=1686(LC 1), 13=1354(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2559/691, 4-5=-2559/691, 5-6=-1972/459, 6-7=-1561/396, 9-10=-1702/433, 10-11=-1873/410, 11-12=-108/264 BOT CHORD 19-20=-380/1638, 17-19=-680/3169, 16-17=-677/3145, 15-16=-294/1676 WEBS 2-20=-270/101, 3-20=-2180/541, 3-19=-379/1554, 5-19=-913/340, 5-17=-40/413, 5-16=-1922/492, 6-16=-171/871, 11-15=-340/1885, 11-13=-1450/352, 7-21=-1672/426, 9-21=-1672/426 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 20=515, 13=267. 8) Use USP LSSH210 (With 10-10d nails into Girder & 7-10d x 1-1/2 nails into Truss) or equivalent at 6-9-12 from the left end to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 lb down and 112 lb up at 5-0-0 on top chord, and 57 lb down and 280 lb up at 5-0-0 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). Continued on page 2 April 26,2021 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 J40997 Truss B07G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710480 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:29 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-bQ2AJUbAlHMr5jKvPhrG0YiaUuhKfACJykGYM3zMu3K LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-8=-70, 8-12=-70, 22-25=-20 Concentrated Loads (lb) Vert: 19=-763(B) 28=160(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 J40997 Truss B08 Truss Type COMMON Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710481 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:30 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-3dcYXqboWaUijtv6zPMVYlErkI6EOaKTBO06vWzMu3J Scale = 1:42.7 1 2 3 4 5 6 7 13 12 11 10 9 8 17 18 3x4 4x6 3x6 3x6 3x4 4x4 3x4 4x4 3x6 2x4 3x6 3x6 3x4 7-10-5 7-10-5 15-5-3 7-6-13 23-0-0 7-6-13 23-4-0 0-4-0 25-2-8 1-10-8 5-11-12 5-11-12 11-8-0 5-8-4 18-3-7 6-7-7 25-2-8 6-11-1 1-3-66-1-110-6-05.00 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-AS 0.48 0.64 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.21 0.05 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-8,1-13: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-13 REACTIONS. (size)8=0-8-0, 13=0-8-0 Max Horz 13=-179(LC 6) Max Uplift 8=-223(LC 8), 13=-184(LC 8) Max Grav 8=1355(LC 14), 13=1145(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-392/109, 2-3=-1564/330, 3-5=-1510/307, 1-13=-322/101 BOT CHORD 11-13=-199/1547, 10-11=-94/1143, 8-10=-205/1361 WEBS 3-11=-66/556, 3-10=-37/452, 5-8=-1608/295, 2-13=-1345/214 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=223, 13=184. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B09 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710482 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:32 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-0?kJyWd22CkQyB3U4pOzeAKB05oosUZleiVDzOzMu3H Scale = 1:43.6 1 2 3 4 5 6 7 816 15 14 13 12 11 10 9 20 21 3x4 4x4 4x12 4x6 3x6 4x10 2x4 2x4 3x6 4x8 3x4 4x4 3x6 2x4 3x4 3-10-14 3-10-14 4-10-14 1-0-0 7-6-14 2-8-0 15-0-14 7-6-0 22-6-14 7-6-0 22-10-14 0-4-0 24-9-6 1-10-8 3-10-14 3-10-14 7-6-14 3-8-0 11-2-14 3-8-0 17-10-5 6-7-7 24-9-6 6-11-1 3-3-64-9-116-1-110-6-01-4-04-7-65.00 12 Plate Offsets (X,Y)-- [15:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.49 0.63 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.24 0.03 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-15: 2x4 SP No.2, 7-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15 REACTIONS. (size)16=Mechanical, 9=0-8-0 Max Horz 16=-193(LC 6) Max Uplift 16=-174(LC 8), 9=-219(LC 8) Max Grav 16=1132(LC 14), 9=1366(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1036/192, 1-2=-1499/272, 2-3=-1474/267, 3-4=-1485/330, 4-6=-1538/299 BOT CHORD 2-15=-294/115, 11-12=-84/1083, 9-11=-198/1381 WEBS 1-15=-257/1711, 12-15=-109/1529, 3-15=-4/297, 3-12=-932/171, 4-12=-76/527, 4-11=-38/459, 6-9=-1639/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 16=174, 9=219. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B10 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710483 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:33 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-UBIh9sehpVsHaKegeXvCAOsMoV9_bxYvtMEmVqzMu3G Scale = 1:43.6 1 2 3 4 5 6 7 816 15 14 13 12 11 10 9 20 21 2x4 4x4 4x12 4x6 3x6 4x8 2x4 2x4 3x6 3x10 3x4 4x4 3x6 2x4 3x4 3-10-14 3-10-14 4-10-14 1-0-0 9-6-14 4-8-0 16-0-14 6-6-0 22-6-14 6-6-0 22-10-14 0-4-0 24-9-6 1-10-8 3-10-14 3-10-14 9-6-14 5-8-0 11-2-14 1-8-0 17-10-5 6-7-7 24-9-6 6-11-1 4-1-64-9-116-1-110-6-01-4-05-5-65.00 12 Plate Offsets (X,Y)-- [15:0-2-8,0-2-0] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.49 0.51 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.03 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-15: 2x4 SP No.2, 7-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15 REACTIONS. (size)16=Mechanical, 9=0-8-0 Max Horz 16=-213(LC 4) Max Uplift 16=-175(LC 8), 9=-218(LC 8) Max Grav 16=1141(LC 14), 9=1372(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1046/195, 1-2=-1190/240, 2-3=-1180/241, 3-4=-1340/302, 4-6=-1591/319 BOT CHORD 2-15=-379/137, 10-12=-81/1078, 9-10=-193/1400 WEBS 1-15=-226/1486, 12-15=-87/1240, 3-12=-603/121, 4-12=-52/512, 4-10=-68/432, 6-9=-1681/272, 7-9=-254/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 16=175, 9=218. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B11 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710484 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:34 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-yOs3MCfJap_8CUCtCEQRjbPYyvOQKVc260_J2HzMu3F Scale = 1:42.8 1 2 3 4 5 6 714 13 12 11 10 9 8 18 2x4 3x4 4x8 3x6 4x12 2x4 2x4 4x6 4x8 4x6 3x6 2x4 3x4 3-10-14 3-10-14 4-10-14 1-0-0 10-10-14 6-0-0 22-6-14 11-8-0 22-10-14 0-4-0 24-9-6 1-10-8 3-10-14 3-10-14 10-10-14 7-0-0 16-8-14 5-10-0 22-6-14 5-10-0 24-9-6 2-2-8 4-11-66-3-60-6-01-4-06-3-65.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.40 0.94 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.67 0.03 (loc) 8-10 8-10 8 l/defl >825 >404 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-11: 2x4 SP No.3, 7-9: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2, 6-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 5-8 REACTIONS. (size)14=Mechanical, 8=0-8-0 Max Horz 14=-243(LC 4) Max Uplift 14=-176(LC 8), 8=-217(LC 8) Max Grav 14=1018(LC 1), 8=1222(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-961/199, 1-2=-881/222, 2-3=-880/225, 3-5=-1153/256, 5-6=-329/31, 6-7=-327/0 BOT CHORD 2-13=-414/153, 8-10=-194/1209, 7-8=0/276 WEBS 1-13=-206/1187, 10-13=-46/997, 3-10=0/255, 5-10=-306/161, 5-8=-1247/297, 6-8=-319/170 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 14=176, 8=217. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B12 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710485 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:35 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-QaQRaYfxL76?pen3myxgFpyh?JqL3usCLgjtajzMu3E Scale = 1:44.5 1 2 3 4 5 6 715 14 13 12 11 10 9 8 2x4 3x4 4x8 3x6 4x12 2x4 2x4 3x6 3x8 3x4 4x4 3x8 2x4 3x4 3-10-14 3-10-14 4-10-14 1-0-0 8-10-14 4-0-0 15-8-14 6-10-0 22-6-14 6-10-0 22-10-14 0-4-0 24-9-6 1-10-8 3-10-14 3-10-14 8-10-14 5-0-0 15-8-14 6-10-0 22-6-14 6-10-0 24-9-6 2-2-8 5-9-67-1-60-6-01-4-07-1-65.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.57 0.51 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.14 0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2, 6-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 REACTIONS. (size)15=Mechanical, 8=0-8-0 Max Horz 15=-281(LC 4) Max Uplift 15=-177(LC 8), 8=-216(LC 8) Max Grav 15=1018(LC 1), 8=1222(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-964/204, 1-2=-738/209, 2-3=-729/208, 3-5=-977/244, 5-6=-1467/283 BOT CHORD 2-14=-313/123, 10-11=-164/1274 WEBS 1-14=-186/1082, 11-14=-12/849, 5-11=-583/168, 6-10=-157/1226, 6-8=-1109/269 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 15=177, 8=216. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B13 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710486 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:36 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-um_pnugZ6QEsRoMFJfTvo0UoNi8XoQ7LZKTQ69zMu3D Scale = 1:46.0 1 2 3 4 5 6 14 13 12 11 10 9 8 7 2x4 4x4 4x8 3x6 4x12 2x4 2x4 3x6 3x8 3x4 4x4 3x4 3x10 3-10-14 3-10-14 4-6-0 0-7-2 6-10-14 2-4-14 14-9-2 7-10-4 22-10-14 8-1-12 3-10-14 3-10-14 6-10-14 3-0-0 14-9-2 7-10-4 22-10-14 8-1-12 6-7-67-11-61-3-61-4-07-11-65.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.79 0.64 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.19 0.02 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2, 6-7: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 5-10 REACTIONS. (size)14=Mechanical, 7=0-8-0 Max Horz 14=-321(LC 4) Max Uplift 14=-183(LC 8), 7=-178(LC 8) Max Grav 14=1026(LC 1), 7=1017(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-977/215, 1-2=-601/201, 2-3=-594/199, 3-5=-832/224, 5-6=-1523/291, 6-7=-939/206 BOT CHORD 13-14=-158/258, 9-10=-164/1315, 7-9=-59/327 WEBS 1-13=-179/1014, 10-13=0/786, 3-13=-295/157, 5-10=-792/217, 6-9=-105/997 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 14=183, 7=178. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B14 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710487 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:37 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-MzXB?EhBtkMj3yxStN_8KE11x6XgXn4Vo_C_eczMu3C Scale = 1:52.3 1 2 3 4 5 6 14 13 12 11 10 9 8 7 15 3x4 4x4 4x6 3x6 4x12 2x4 3x6 4x8 3x4 3x4 4x4 3x4 5x6 3-10-14 3-10-14 10-9-11 6-10-13 16-8-9 5-10-13 22-10-14 6-2-5 3-10-14 3-10-14 4-10-14 1-0-0 10-9-11 5-10-13 16-8-9 5-10-13 22-10-14 6-2-5 7-5-68-9-61-3-61-4-08-9-65.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.55 0.46 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.02 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 1-14 REACTIONS. (size)14=Mechanical, 7=Mechanical Max Horz 14=-359(LC 4) Max Uplift 14=-183(LC 8), 7=-176(LC 8) Max Grav 14=1242(LC 14), 7=1187(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1122/219, 1-2=-673/212, 2-3=-785/199, 3-5=-1344/267, 5-6=-1759/285, 6-7=-1079/197 BOT CHORD 13-14=-174/289, 8-10=-176/1521 WEBS 1-13=-182/1212, 10-13=-86/1084, 3-13=-703/200, 5-10=-483/128, 6-8=-145/1296 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 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) 14=183, 7=176. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B15 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710488 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:39 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-ILfyQviRPLcQIG5q?n0cQf6LAwCt?j3nFIh4jUzMu3A Scale = 1:57.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 3x6 3x4 5x5 3x6 4x12 2x4 2x4 3x6 4x8 3x4 3x4 4x4 3x4 6x6 3-10-14 3-10-14 4-10-14 1-0-0 10-1-11 5-2-13 16-4-9 6-2-13 22-10-14 6-6-5 2-10-14 2-10-14 3-10-14 1-0-0 10-1-11 6-2-13 16-4-9 6-2-13 22-10-14 6-6-5 8-3-69-7-61-3-61-4-09-7-65.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-8], [9:0-2-10,0-1-8] 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-AS 0.63 0.47 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.13 0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 1-15, 2-15 REACTIONS. (size)15=Mechanical, 8=Mechanical Max Horz 15=-397(LC 4) Max Uplift 15=-185(LC 8), 8=-175(LC 8) Max Grav 15=1262(LC 14), 8=1187(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-759/252, 3-4=-794/198, 4-6=-1281/256, 6-7=-1766/283, 7-8=-1075/197 BOT CHORD 14-15=0/473, 3-14=-251/122, 10-11=-172/1526, 8-10=-36/262 WEBS 2-15=-1148/167, 2-14=-254/1244, 11-14=-65/1084, 4-14=-667/192, 6-11=-564/146, 7-10=-137/1280 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 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) 15=185, 8=175. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B16 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710489 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:40 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-nYDKdFj49fkHwPg1YVXrysfTEKTTkByxUyReFwzMu39 Scale = 1:65.1 2 3 4 5 6 7 1 16 15 14 13 12 11 10 9 8 3x4 3x6 4x6 3x6 3x4 2x4 3x6 4x8 4x8 3x4 3x4 4x4 3x4 6x6 3x4 0-10-14 0-10-14 3-10-14 3-0-0 4-10-14 1-0-0 10-1-11 5-2-13 16-4-9 6-2-13 22-10-14 6-6-5 0-10-14 0-10-14 3-10-14 3-0-0 10-1-11 6-2-13 16-4-9 6-2-13 22-10-14 6-6-5 9-1-610-5-61-3-61-4-010-5-65.00 12 Plate Offsets (X,Y)-- [9:0-2-10,0-1-8], [14:0-6-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.80 0.77 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.16 0.03 (loc) 14-15 14-15 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 1-16, 3-15 REACTIONS. (size)16=Mechanical, 8=Mechanical Max Horz 16=-435(LC 4) Max Uplift 16=-187(LC 8), 8=-173(LC 8) Max Grav 16=1074(LC 14), 8=1022(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-426/247, 3-4=-717/193, 4-6=-1122/251, 6-7=-1542/280, 7-8=-955/195 BOT CHORD 15-16=-190/347, 14-15=0/668, 3-14=-122/821, 10-11=-168/1349 WEBS 11-14=-57/1003, 4-14=-556/190, 6-11=-498/148, 7-10=-135/1135, 2-15=-238/396, 3-15=-1147/259 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 16=187, 8=173. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B17 Truss Type MONOPITCH Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710490 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:41 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-Fknirbkiwzs8XZFD6C24V4CcmjpSTcW4jcABnNzMu38 Scale = 1:60.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 3x4 3x6 3x6 4x12 2x4 3x4 3x6 3x4 4x8 4x4 3x8 3x4 3x6 3-10-14 3-10-14 4-10-14 1-0-0 13-3-2 8-4-4 22-10-14 9-7-12 3-10-14 3-10-14 10-1-11 6-2-13 16-4-9 6-2-13 22-10-14 6-6-5 9-5-1410-9-141-3-51-4-05.00 12 Plate Offsets (X,Y)-- [11:0-0-0,0-1-8] 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-AS 0.94 0.79 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.03 (loc) 8-10 8-10 8 l/defl >999 >873 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2, 7-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 1-14, 6-8 REACTIONS. (size)14=Mechanical, 8=0-8-0 Max Horz 14=-449(LC 4) Max Uplift 14=-187(LC 8), 8=-171(LC 8) Max Grav 14=1302(LC 14), 8=1175(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1173/237, 1-3=-793/258, 3-4=-820/191, 4-6=-1514/281, 6-7=-494/110, 7-8=-376/107 BOT CHORD 13-14=-214/361, 3-13=-387/127, 8-10=-180/1438 WEBS 1-13=-285/1480, 10-13=-89/1044, 4-13=-725/211, 4-10=-65/430, 6-10=-279/167, 6-8=-1261/195 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 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) 14=187, 8=171. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B18 Truss Type MONOPITCH Qty 4 Ply 1 Sztankovits Res Job Reference (optional) T23710491 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:42 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-jwL42xlKhG_?9jqPgwZJ1Hknc7ATC?lEyGwkKpzMu37 Scale = 1:60.3 1 2 3 4 5 6 7 815 14 13 12 11 10 9 19 3x4 3x6 3x6 4x12 2x4 4x4 3x6 3x4 4x8 4x6 3x6 2x4 3x6 3x4 3-10-14 3-10-14 4-10-14 1-0-0 13-2-14 8-4-0 22-6-14 9-4-0 22-10-14 0-4-0 24-9-6 1-10-8 3-10-14 3-10-14 10-9-3 6-10-5 17-7-8 6-10-5 24-9-6 7-1-14 9-5-1410-9-140-6-01-4-05.00 12 Plate Offsets (X,Y)-- [12:0-2-0,0-0-0] 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-AS 0.93 0.74 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.26 0.03 (loc) 9-11 9-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2, 7-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 1-15 REACTIONS. (size)15=Mechanical, 9=0-8-0 Max Horz 15=-447(LC 4) Max Uplift 15=-185(LC 8), 9=-208(LC 8) Max Grav 15=1288(LC 14), 9=1370(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1158/234, 1-3=-784/257, 3-4=-822/188, 4-6=-1461/257 BOT CHORD 14-15=-192/359, 3-14=-405/130, 9-11=-183/1368 WEBS 1-14=-283/1462, 11-14=-104/1058, 4-14=-730/213, 4-11=-36/281, 6-9=-1520/277, 7-9=-256/125 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 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) 15=185, 9=208. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B19 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710492 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:43 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-B7vTFHmySa6sntObEd5YaVH?XXXbxX_NAwfIsFzMu36 Scale = 1:59.1 2 3 4 5 6 7 8 9 1 17 16 15 14 13 12 11 10 21 3x4 3x8 5x5 4x6 3x8 3x4 3x6 4x10 3x4 4x10 4x6 3x6 2x4 3x6 3x4 4x8 1-6-0 1-6-0 7-10-14 6-4-14 8-10-14 1-0-0 15-2-14 6-4-0 22-6-14 7-4-0 22-10-14 0-4-0 24-9-6 1-10-8 1-6-0 1-6-0 7-10-14 6-4-14 8-10-14 1-0-0 13-5-3 4-6-5 18-11-8 5-6-5 24-9-6 5-9-14 8-10-710-2-60-6-01-4-010-2-65.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [6:0-1-9,0-1-8], [15:0-7-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.73 0.68 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.25 0.05 (loc) 15-16 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-15: 2x4 SP No.2, 8-10: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 1-17, 2-16, 4-16 REACTIONS. (size)17=Mechanical, 10=0-8-0 Max Horz 17=-422(LC 4) Max Uplift 17=-185(LC 8), 10=-208(LC 8) Max Grav 17=1258(LC 14), 10=1397(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1295/265, 2-4=-399/129, 4-5=-1399/242, 5-7=-1589/260, 1-2=-266/157 BOT CHORD 16-17=-183/339, 15-16=-22/1272, 4-15=-37/800, 10-12=-173/1313 WEBS 12-15=-90/1399, 5-15=-277/123, 7-10=-1639/275, 2-16=-370/214, 4-16=-1413/265, 1-16=-206/1414 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 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) 17=185, 10=208. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B20 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710493 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:44 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-fJSrTdmaDuFjO1zonLcn7ip8ZxpMg_uXPaPrOizMu35 Scale = 1:53.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 3x8 3x4 5x5 3x6 5x12 2x4 2x4 3x6 3x4 4x10 4x6 3x6 2x4 3x4 3-5-14 3-5-14 7-10-14 4-5-0 8-10-14 1-0-0 15-2-14 6-4-0 22-6-14 7-4-0 22-10-14 0-4-0 24-9-6 1-10-8 3-5-14 3-5-14 7-10-14 4-5-0 13-5-3 5-6-5 18-11-8 5-6-5 24-9-6 5-9-14 7-0-79-4-70-6-02-4-09-4-75.00 12 Plate Offsets (X,Y)-- [5:0-1-9,0-1-8] 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-AS 0.84 0.90 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.53 0.05 (loc) 14-15 14-15 9 l/defl >870 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2, 7-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 2-15 REACTIONS. (size)15=Mechanical, 9=0-8-0 Max Horz 15=-365(LC 4) Max Uplift 15=-178(LC 8), 9=-214(LC 8) Max Grav 15=1238(LC 14), 9=1398(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1764/351, 3-4=-1682/265, 4-6=-1593/273 BOT CHORD 14-15=0/563, 3-14=-379/158, 9-11=-181/1311 WEBS 2-15=-1095/187, 2-14=-265/1707, 11-14=-133/1628, 4-11=-404/64, 6-9=-1633/284 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 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) 15=178, 9=214. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B21 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710494 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:45 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-7V0DgznC_BNa0BY_L270fwMKdL9iPTUgeE8Pw8zMu34 Scale = 1:48.5 1 2 3 4 5 613 12 11 10 9 8 7 14 15 3x8 3x4 5x5 3x6 6x8 2x4 2x4 3x6 4x8 3x4 3x4 3x10 7-10-14 7-10-14 8-10-14 1-0-0 15-3-2 6-4-4 22-10-14 7-7-12 5-6-0 5-6-0 7-10-14 2-4-14 15-3-2 7-4-4 22-10-14 7-7-12 6-2-78-6-71-3-62-4-08-6-75.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-7], [12:0-2-12,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-AS 0.82 0.90 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.50 0.04 (loc) 12-13 12-13 7 l/defl >955 >546 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-12: 2x4 SP No.2, 6-7: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 2-13 REACTIONS. (size)13=Mechanical, 7=0-8-0 Max Horz 13=-329(LC 4) Max Uplift 13=-179(LC 8), 7=-179(LC 8) Max Grav 13=1219(LC 14), 7=1204(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1751/332, 3-5=-1748/271, 5-6=-1775/291, 6-7=-1070/207 BOT CHORD 12-13=0/834, 3-12=-341/138, 7-9=-57/374 WEBS 2-13=-1200/196, 2-12=-200/1469, 9-12=-163/1634, 5-9=-507/137, 6-9=-111/1155 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 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) 13=179, 7=179. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss B22 Truss Type COMMON Qty 3 Ply 1 Sztankovits Res Job Reference (optional) T23710495 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:46 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-biabuJoqlVVReK7AvmeFC7vahkZC8pWptuuyTazMu33 Scale = 1:42.9 1 2 3 4 5 6 7 13 12 11 10 9 8 17 18 3x4 4x6 4x4 3x4 3x4 4x4 3x4 4x4 3x6 3x6 2x4 3x4 3x4 7-8-10 7-8-10 15-1-12 7-5-2 22-6-14 7-5-2 22-10-14 0-4-0 24-9-6 1-10-8 5-9-3 5-9-3 11-2-14 5-5-11 17-10-5 6-7-7 24-9-6 6-11-1 1-5-86-1-110-6-05.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.48 0.62 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.19 0.04 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-13 REACTIONS. (size)13=Mechanical, 8=0-8-0 Max Horz 13=-182(LC 6) Max Uplift 13=-181(LC 8), 8=-220(LC 8) Max Grav 13=1125(LC 13), 8=1338(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-321/98, 2-3=-1480/317, 3-5=-1485/305, 1-13=-288/94 BOT CHORD 12-13=-182/1454, 10-12=-88/1109, 8-10=-200/1338 WEBS 3-12=-57/507, 3-10=-42/454, 2-13=-1332/213, 5-8=-1586/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 13=181, 8=220. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C01GE Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710496 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:48 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-Y4iMJ_p5H6l9teHZ0AgjHY_zsYL4cvT6KCN3XTzMu31 Scale = 1:39.2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x8 4x4 4x8 3x6 3x4 3x4 21-2-8 21-2-8 23-1-0 1-10-8 11-6-8 11-6-8 23-1-0 11-6-8 0-6-04-11-140-6-05.00 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-S 0.31 0.21 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-4-0. (lb) - Max Horz 23=-130(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 21, 22, 17, 16, 15 except 23=-210(LC 8), 14=-130(LC 9) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 17, 16, 15 except 19=427(LC 1), 23=428(LC 17), 14=428(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-127/401, 3-4=-64/363, 4-5=-47/379, 5-6=-11/377, 6-7=0/372, 7-8=0/372, 8-9=-12/377, 9-10=-43/379, 10-11=-81/363, 11-13=-120/401 BOT CHORD 1-23=-322/131, 22-23=-322/131, 21-22=-322/131, 20-21=-322/131, 19-20=-322/131, 17-19=-322/131, 16-17=-322/131, 15-16=-322/131, 14-15=-322/131, 13-14=-322/131 WEBS 7-19=-386/25, 3-23=-283/132, 11-14=-283/65 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 1x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 21, 22, 17, 16, 15 except (jt=lb) 23=210, 14=130. April 26,2021 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 J40997 Truss C02 Truss Type SCISSORS Qty 5 Ply 1 Sztankovits Res Job Reference (optional) T23710497 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:49 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-0GGkWKqj2Qt0VoslauCyqmX8IygyLGxGZs6c3vzMu30 Scale = 1:39.1 1 2 3 4 5 6 7 12 11 10 9 8 3x4 4x4 3x4 5x6 5x6 5x8 3x4 4x4 3x8 3x4 4x4 3x8 1-10-8 1-10-8 2-6-8 0-8-0 7-0-8 4-6-0 11-6-8 4-6-0 16-0-8 4-6-0 20-6-8 4-6-0 21-2-8 0-8-0 23-1-0 1-10-8 2-6-8 2-6-8 7-0-8 4-6-0 11-6-8 4-6-0 16-0-8 4-6-0 20-6-8 4-6-0 23-1-0 2-6-8 0-6-05-3-110-6-01-10-85.00 12 2.50 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-AS 0.27 0.30 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.06 (loc) 10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-8,2-12: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)12=0-8-0, 8=0-8-0 Max Horz 12=134(LC 7) Max Uplift 12=-259(LC 8), 8=-184(LC 8) Max Grav 12=1039(LC 1), 8=1039(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1342/216, 3-4=-1262/225, 4-5=-1262/225, 5-6=-1342/238 BOT CHORD 11-12=-305/120, 10-11=-123/1255, 9-10=-144/1206, 8-9=-256/61 WEBS 4-10=-63/618, 5-9=-276/90, 6-9=-191/1420, 6-8=-910/202, 3-11=-276/103, 2-11=-231/1420, 2-12=-910/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=259, 8=184. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C03 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710498 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:51 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-yfOUx0sza17kk608iJEQvBcS0lKJpA1Y09bj8ozMu3_ Scale = 1:38.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 3x4 4x6 5x12 2x4 5x6 2x4 2x4 4x8 3x8 4x4 3x4 5x8 3x4 3x6 1-10-8 1-10-8 2-6-8 0-8-0 7-0-8 4-6-0 11-6-8 4-6-0 16-6-8 5-0-0 17-4-2 0-9-10 20-0-0 2-7-14 20-6-0 0-6-0 21-2-8 0-8-8 2-6-8 2-6-8 7-0-8 4-6-0 11-6-8 4-6-0 17-4-2 5-9-10 20-6-0 3-1-14 21-2-8 0-8-8 0-6-02-10-115-3-111-6-111-4-00-6-81-2-102-10-115.00 12 2.50 12 Plate Offsets (X,Y)-- [9:0-2-8,0-2-0] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.44 0.43 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.14 0.04 (loc) 12-13 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8,2-15: 2x6 SP No.3, 9-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 9-11 REACTIONS. (size)8=0-8-0, 15=0-8-0 Max Horz 15=139(LC 7) Max Uplift 8=-141(LC 8), 15=-263(LC 8) Max Grav 8=826(LC 1), 15=1075(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1415/245, 3-4=-1389/271, 4-5=-1407/264, 5-6=-647/122, 6-7=-623/121, 7-8=-722/130 BOT CHORD 14-15=-309/79, 13-14=-200/1301, 12-13=-230/1339 WEBS 2-15=-946/246, 2-14=-259/1488, 3-14=-298/107, 4-13=-68/650, 5-12=-526/149, 9-12=-200/1258, 5-9=-687/140, 7-9=-135/837 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 8=141, 15=263. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C04 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710499 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:52 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-Qrxs8MsbLLFaMFbKF0lfRO9eE9d9Yd9iFpLGfEzMu2z Scale = 1:38.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 3x6 4x4 4x6 3x4 3x4 5x6 3x8 5x5 3x4 5x8 5x12 3x8 1x4 1x4 1-10-8 1-10-8 2-6-8 0-8-0 7-0-8 4-6-0 11-6-8 4-6-0 15-4-2 3-9-10 20-0-0 4-7-14 20-6-0 0-6-0 21-2-8 0-8-8 2-6-8 2-6-8 7-0-8 4-6-0 11-6-8 4-6-0 15-4-2 3-9-10 20-6-0 5-1-14 21-2-8 0-8-8 0-6-03-8-115-3-112-4-111-4-00-6-83-8-115.00 12 2.50 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-AS 0.35 0.52 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.04 (loc) 10 10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8,2-15: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-9 REACTIONS. (size)8=0-8-0, 15=0-8-0 Max Horz 15=154(LC 7) Max Uplift 8=-131(LC 8), 15=-261(LC 8) Max Grav 8=853(LC 1), 15=1078(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1430/244, 3-5=-1378/265, 5-6=-1365/268, 6-7=-1467/282, 7-8=-741/166 BOT CHORD 14-15=-325/77, 13-14=-206/1322, 12-13=-215/1451 WEBS 2-15=-949/243, 2-14=-260/1508, 3-14=-296/111, 5-13=-102/728, 6-13=-288/63, 6-12=-739/188, 7-12=-255/1428 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 8=131, 15=261. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C05 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710500 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:53 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-u2VFMitD5fNRzP9WpkGu_choXZ_lH4PrUT4qCgzMu2y Scale = 1:38.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 4x4 4x4 3x4 3x4 5x6 4x10 3x8 5x5 3x4 5x8 3x8 1x4 1x4 1x4 1-10-8 1-10-8 2-6-8 0-8-0 7-0-8 4-6-0 11-6-8 4-6-0 16-6-4 4-11-12 20-0-0 3-5-12 20-6-0 0-6-0 21-2-8 0-8-8 2-6-8 2-6-8 7-0-8 4-6-0 11-6-8 4-6-0 13-4-2 1-9-10 16-6-4 3-2-2 20-6-0 3-11-12 21-2-8 0-8-8 0-6-04-6-115-3-113-2-111-4-00-6-84-6-115.00 12 2.50 12 Plate Offsets (X,Y)-- [13:0-3-12,0-0-8] 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-AS 0.38 0.50 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.04 (loc) 11 11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9,2-16: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 9-10 REACTIONS. (size)9=0-8-0, 16=0-8-0 Max Horz 16=173(LC 5) Max Uplift 9=-132(LC 8), 16=-260(LC 8) Max Grav 9=853(LC 1), 16=1078(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1431/245, 3-5=-1377/264, 5-6=-1309/269, 6-7=-1143/249, 7-8=-1079/227, 8-9=-748/169 BOT CHORD 15-16=-336/75, 14-15=-258/1334, 13-14=-216/1328 WEBS 2-16=-949/243, 2-15=-260/1508, 3-15=-295/111, 5-14=-107/723, 6-13=-321/32, 8-13=-198/1121, 7-13=-452/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 9=132, 16=260. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C06 Truss Type HALF HIP Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710501 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:54 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-ME3dZ2ussyVIbZkjNRn7XpEy6zK60WZ?i7qNk7zMu2x Scale = 1:38.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 3x6 5x5 3x4 3x4 5x6 5x12 4x10 3x8 5x5 3x4 3x8 1x4 1x4 1x4 1-10-8 1-10-8 2-6-8 0-8-0 7-0-8 4-6-0 11-6-8 4-6-0 16-6-4 4-11-12 20-0-0 3-5-12 20-6-0 0-6-0 21-2-8 0-8-8 2-6-8 2-6-8 7-0-8 4-6-0 11-8-14 4-8-6 16-6-4 4-9-6 20-6-0 3-11-12 20-9-0 0-3-0 21-2-8 0-5-8 0-6-05-4-114-0-111-4-00-6-85-4-115.00 12 2.50 12 Plate Offsets (X,Y)-- [12:0-3-12,0-0-8] 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-AS 0.39 0.49 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.21 0.04 (loc) 10 10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8,2-15: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-9 REACTIONS. (size)8=0-8-0, 15=0-8-0 Max Horz 15=202(LC 5) Max Uplift 8=-142(LC 5), 15=-258(LC 8) Max Grav 8=853(LC 17), 15=1078(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1438/246, 3-5=-1361/259, 5-6=-893/216, 6-7=-852/202, 7-8=-752/175 BOT CHORD 14-15=-351/74, 13-14=-322/1360, 12-13=-284/1194 WEBS 2-15=-947/242, 2-14=-264/1521, 3-14=-297/112, 5-12=-450/102, 7-12=-179/947, 6-12=-381/134, 5-13=-108/620 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 8=142, 15=258. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C07 Truss Type HALF HIP Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710502 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:55 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-qQd?nNvUdGd9DjJvx9IM31n4wNfxlyX8xnZxGZzMu2w Scale = 1:39.6 1 2 3 4 5 6 14 13 12 11 10 9 8 7 18 3x6 5x8 3x4 3x4 5x6 5x5 4x14 3x8 5x5 3x4 3x8 1x4 1x4 1-10-8 1-10-8 2-6-8 0-8-0 7-0-8 4-6-0 11-6-8 4-6-0 13-8-14 2-2-6 14-6-8 0-9-10 20-0-0 5-5-8 20-6-0 0-6-0 21-2-8 0-8-8 2-6-8 2-6-8 7-0-8 4-6-0 13-8-14 6-8-6 20-6-0 6-9-2 21-2-8 0-8-8 0-6-06-2-114-10-111-4-00-6-86-2-115.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-14], [11:0-5-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.58 0.52 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.04 (loc) 9 9 7 l/defl >999 >990 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7,2-14: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 7-8 REACTIONS. (size)7=0-8-0, 14=0-8-0 Max Horz 14=240(LC 5) Max Uplift 7=-143(LC 5), 14=-257(LC 8) Max Grav 7=853(LC 1), 14=1078(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1480/258, 3-5=-1326/251, 5-6=-710/191, 6-7=-750/176 BOT CHORD 13-14=-390/79, 12-13=-342/1429, 11-12=-223/888 WEBS 2-14=-938/237, 2-13=-287/1569, 3-13=-310/119, 5-12=-125/670, 5-11=-591/192, 6-11=-145/821 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=143, 14=257. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C08 Truss Type HALF HIP Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710503 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:56 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-JdBN_jw6Oal0rtu5UsqbcEJJ?m_GULyIARJUo?zMu2v Scale = 1:43.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 3x6 5x5 3x4 3x8 3x4 5x6 5x8 5x8 3x8 4x4 3x4 3x4 1x4 1x4 1-10-8 1-10-8 2-6-8 0-8-0 7-0-8 4-6-0 11-6-8 4-6-0 14-10-7 3-3-15 15-8-14 0-10-7 16-6-8 0-9-10 20-0-0 3-5-8 20-6-0 0-6-0 21-2-8 0-8-8 2-6-8 2-6-8 7-0-8 4-6-0 11-6-8 4-6-0 15-8-14 4-2-6 20-6-0 4-9-2 21-2-8 0-8-8 0-6-07-0-115-8-111-4-00-6-87-0-115.00 12 2.50 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-AS 0.36 0.64 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.24 0.05 (loc) 10 10 8 l/defl >999 >938 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8,2-15: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-9 REACTIONS. (size)8=0-8-0, 15=0-8-0 Max Horz 15=278(LC 5) Max Uplift 8=-143(LC 5), 15=-255(LC 8) Max Grav 8=853(LC 1), 15=1078(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1451/240, 3-5=-1384/263, 5-6=-730/187 BOT CHORD 14-15=-404/84, 13-14=-347/1408, 12-13=-305/1327, 9-12=-162/603, 8-9=-160/605 WEBS 2-15=-951/242, 2-14=-255/1506, 3-14=-290/109, 5-13=-119/633, 5-12=-939/199, 6-12=-68/515, 6-8=-786/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 8=143, 15=255. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C09 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710504 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:58 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-F?J8PPxMwB?k4A2UcHs3hfPdqae2yLOadlobtuzMu2t Scale = 1:45.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 20 21 3x6 5x5 4x4 4x6 3x6 2x4 3x4 3x6 2x4 5x8 3x8 2x4 4x8 1x4 3x8 1-10-8 1-10-8 2-2-8 0-4-0 8-10-8 6-8-0 17-6-8 8-8-0 20-6-0 2-11-8 21-2-8 0-8-8 2-2-8 2-2-8 8-10-8 6-8-0 15-6-8 6-8-0 17-6-8 2-0-0 18-11-6 1-4-14 20-6-0 1-6-10 21-2-8 0-8-8 0-6-06-11-117-6-126-2-121-4-07-6-125.00 12 Plate Offsets (X,Y)-- [7:0-2-11,0-2-0], [10:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.47 0.68 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.27 -0.01 (loc) 13-15 13-15 9 l/defl >999 >822 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-9,2-16: 2x6 SP No.3, 10-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 10-12 REACTIONS. (size)9=0-8-0, 16=0-8-0 Max Horz 16=302(LC 5) Max Uplift 9=-145(LC 8), 16=-241(LC 8) Max Grav 9=1064(LC 13), 16=1191(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1354/202, 3-5=-1388/312, 5-6=-491/152, 6-7=-403/139, 7-8=-356/136, 8-9=-998/172 BOT CHORD 15-16=-294/234, 13-15=-142/641 WEBS 2-16=-1040/260, 2-15=-134/1097, 3-15=-522/219, 5-15=-183/891, 5-13=-504/150, 6-13=-85/356, 6-10=-523/146, 8-10=-132/987, 10-13=-105/756 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=145, 16=241. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C10 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710505 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:59 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-jCsWcly_hV7biKdgA_NIEtxqF_3DhmOksPX8PKzMu2s Scale: 1/4"=1' 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 203x6 4x6 4x4 2x4 3x6 3x4 3x6 2x4 3x4 3x8 2x4 4x4 3x4 8x8 4x8 1-10-8 1-10-8 2-2-8 0-4-0 8-0-8 5-10-0 13-10-8 5-10-0 15-10-8 2-0-0 19-0-0 3-1-8 20-7-0 1-7-0 21-2-2 0-7-2 21-2-8 0-0-6 2-2-8 2-2-8 8-0-8 5-10-0 13-10-8 5-10-0 15-10-8 2-0-0 20-7-0 4-8-8 21-2-8 0-7-8 0-6-06-3-68-3-16-10-41-4-06-3-65.00 12 Plate Offsets (X,Y)-- [8:0-0-1,0-0-0], [10:0-5-8,0-2-4], [13:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.36 0.37 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.08 0.01 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-9,2-16: 2x6 SP No.3, 10-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 REACTIONS. (size)9=0-6-1, 16=0-8-0 Max Horz 16=340(LC 5) Max Uplift 9=-147(LC 8), 16=-239(LC 8) Max Grav 9=898(LC 13), 16=1057(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/196, 3-5=-775/177, 5-6=-634/191, 6-7=-376/124 BOT CHORD 15-16=-324/223, 13-15=-255/1077, 7-10=-135/666, 9-10=-102/311 WEBS 2-16=-951/250, 2-15=-151/1011, 3-13=-465/131, 6-13=-66/252, 10-13=-138/584, 6-10=-528/162, 7-9=-821/177 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=147, 16=239. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C11 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710506 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:00 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-BOQuq5zcSoGSJUCtjiuXm4Uz6OIqQ71t53HhxmzMu2r Scale = 1:55.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 4x6 5x5 3x6 3x4 3x6 4x4 3x4 4x12 2x4 4x6 8x8 3x6 2x4 6x8 1-10-8 1-10-8 2-2-8 0-4-0 11-10-8 9-8-0 13-10-8 2-0-0 21-0-0 7-1-8 21-7-0 0-7-0 23-6-10 1-11-10 23-7-0 0-0-6 6-1-1 6-1-1 11-10-8 5-9-7 13-10-8 2-0-0 21-0-0 7-1-8 21-11-3 0-11-3 23-7-0 1-7-13 0-6-05-5-68-9-116-9-71-4-05-5-65.00 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge], [13:0-2-0,0-0-8], [14:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.48 0.79 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.02 (loc) 14-16 14-16 10 l/defl >999 >820 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2, 2-16,9-10: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 REACTIONS. (size)10=0-10-9, 16=0-8-0 Max Horz 16=338(LC 5) Max Uplift 10=-166(LC 8), 16=-259(LC 8) Max Grav 10=981(LC 13), 16=1163(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1165/218, 5-6=-999/231, 6-7=-474/145, 8-9=-153/259, 9-10=-906/191 BOT CHORD 14-16=-324/1173, 7-11=-295/129 WEBS 11-14=-232/972, 6-11=-790/211, 3-16=-1327/325, 7-9=-582/333, 9-11=-181/978 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 10=166, 16=259. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C12 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710507 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:01 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-fa_G1RzFD6OJxen3HPPmJI17dnh59g51Jj0FUDzMu2q Scale = 1:55.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 4x4 4x4 4x4 3x6 2x4 4x12 2x4 3x8 3x6 4x8 3x4 3x6 2x4 3x6 1-10-8 1-10-8 2-2-8 0-4-0 9-10-8 7-8-0 11-10-8 2-0-0 17-1-4 5-2-12 22-4-0 5-2-12 23-4-8 1-0-8 26-9-6 3-4-14 5-1-1 5-1-1 9-10-8 4-9-7 11-10-8 2-0-0 17-1-4 5-2-12 21-11-3 4-9-15 22-4-0 0-4-13 26-9-6 4-5-6 0-6-04-7-68-9-115-5-71-4-04-7-65.00 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-AS 0.56 0.60 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.16 0.03 (loc) 15-16 15-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-16: 2x6 SP No.3, 10-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 REACTIONS. (size)9=Mechanical, 16=0-8-0 Max Horz 16=307(LC 7) Max Uplift 9=-192(LC 8), 16=-288(LC 8) Max Grav 9=1114(LC 1), 16=1312(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1532/284, 4-5=-1362/288, 5-6=-1172/269, 6-7=-726/217, 7-8=-718/216, 8-9=-1061/217 BOT CHORD 15-16=-297/1249, 13-15=-246/1523, 7-10=-52/269 WEBS 3-15=0/259, 4-15=-22/343, 5-15=-290/82, 5-13=-603/157, 6-13=-20/307, 6-10=-631/188, 3-16=-1544/343, 8-10=-106/891, 10-13=-149/1072 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=192, 16=288. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C13 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710508 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:02 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-7nYeFn_t_QWAZoLFr7w?rVZKbB1Wu8OAYNmo0fzMu2p Scale = 1:55.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x4 4x6 4x4 3x6 4x4 3x6 2x4 2x4 7x8 3x4 3x8 2x4 5x8 3x4 3x10 3x6 1-10-8 1-10-8 2-2-8 0-4-0 7-10-8 5-8-0 15-7-8 7-9-0 20-4-8 4-9-0 21-4-8 1-0-0 26-9-6 5-4-14 2-2-8 2-2-8 7-10-8 5-8-0 9-10-8 2-0-0 15-7-8 5-9-0 21-4-8 5-9-0 21-11-3 0-6-11 26-9-6 4-10-3 0-6-03-9-68-9-114-5-72-4-03-9-65.00 12 Plate Offsets (X,Y)-- [11:0-2-8,0-2-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.42 0.59 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.21 0.02 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 175 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-17: 2x6 SP No.3, 11-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 REACTIONS. (size)10=Mechanical, 17=0-8-0 Max Horz 17=274(LC 7) Max Uplift 10=-197(LC 8), 17=-286(LC 8) Max Grav 10=1108(LC 1), 17=1312(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1589/268, 3-4=-1410/276, 4-5=-1341/274, 5-7=-1129/260, 7-8=-1063/290, 8-9=-968/245, 9-10=-1040/223 BOT CHORD 16-17=-268/249, 14-16=-316/1692 WEBS 2-17=-1219/297, 2-16=-199/1378, 3-16=-11/358, 4-16=-508/121, 4-14=-561/152, 11-14=-201/1362, 5-11=-276/122, 8-11=-117/581, 9-11=-135/978 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 10=197, 17=286. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C14 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710509 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:04 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-49gPfS07W1mto5VeyYzTxwegH?iVM?5T?hFv4XzMu2n Scale = 1:55.1 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 3x4 4x4 4x6 4x4 3x6 2x4 5x5 2x4 3x8 2x4 5x8 3x4 4x8 4x12 3x8 4x4 1-10-8 1-10-8 2-2-8 0-4-0 5-10-8 3-8-0 13-7-8 7-9-0 18-4-8 4-9-0 19-4-8 1-0-0 21-11-3 2-6-11 26-9-6 4-10-3 2-2-8 2-2-8 5-10-8 3-8-0 7-10-8 2-0-0 13-7-8 5-9-0 19-4-8 5-9-0 21-11-3 2-6-11 26-9-6 4-10-3 0-6-02-11-68-9-114-5-72-4-02-11-65.00 12 Plate Offsets (X,Y)-- [6:0-2-8,0-3-0] 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-AS 0.41 0.62 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.23 0.04 (loc) 14-16 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-17: 2x6 SP No.3, 11-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 REACTIONS. (size)9=Mechanical, 17=0-8-0 Max Horz 17=274(LC 7) Max Uplift 9=-198(LC 8), 17=-285(LC 8) Max Grav 9=1106(LC 1), 17=1314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1457/231, 3-4=-1325/234, 4-5=-1557/293, 5-6=-1533/317, 6-7=-808/225, 7-8=-823/220, 8-9=-1061/219 BOT CHORD 16-17=-300/171, 14-16=-353/1836, 6-11=-120/845, 10-11=-190/1386 WEBS 2-17=-1238/263, 2-16=-210/1415, 3-16=-40/399, 4-16=-805/187, 4-14=-457/132, 5-14=-402/118, 11-14=-257/1577, 6-10=-1073/225, 8-10=-119/928, 7-10=-63/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=198, 17=285. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss C15 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710510 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:06 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-0Yo9481N2e0b1Pf04y?x0LkyEoLWquymT?k09QzMu2l Scale = 1:57.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 4x4 4x6 3x6 4x4 3x4 4x4 2x4 2x4 3x6 2x4 3x4 3x8 2x4 3x8 4x8 3x4 4x12 3x8 NAILED Special 1-10-8 1-10-8 2-2-8 0-4-0 3-10-8 1-8-0 8-1-8 4-3-0 12-4-8 4-3-0 17-10-8 5-6-0 18-10-8 1-0-0 21-11-3 3-0-11 22-4-0 0-4-13 26-9-6 4-5-6 2-2-8 2-2-8 3-10-8 1-8-0 5-10-8 2-0-0 12-4-8 6-6-0 18-10-8 6-6-0 21-11-3 3-0-11 24-7-0 2-7-13 26-9-6 2-2-6 0-6-02-1-67-8-74-6-142-4-07-8-75.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.70 0.77 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.05 (loc) 17-19 17-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-20: 2x6 SP No.3, 14-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 REACTIONS. (size)12=Mechanical, 20=0-8-0 Max Horz 20=301(LC 5) Max Uplift 12=-217(LC 8), 20=-501(LC 8) Max Grav 12=1083(LC 1), 20=1250(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1039/346, 3-4=-959/332, 4-5=-1645/357, 5-7=-1641/369, 7-8=-801/234, 8-9=-748/232, 9-10=-762/257, 10-12=-1040/235 BOT CHORD 19-20=-351/127, 17-19=-568/1923, 7-14=-143/846, 13-14=-266/1532 WEBS 2-20=-1248/421, 2-19=-384/1192, 3-19=-105/352, 4-19=-1276/297, 4-17=-369/255, 5-17=-493/162, 14-17=-344/1686, 7-13=-1167/279, 8-13=-74/324, 10-13=-140/935 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 12=217, 20=501. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 498 lb up at 3-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 April 26,2021 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 J40997 Truss C15 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710510 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:06 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-0Yo9481N2e0b1Pf04y?x0LkyEoLWquymT?k09QzMu2l LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-8=-70, 8-9=-70, 9-11=-70, 16-21=-20, 15-16=-20, 12-14=-20 Concentrated Loads (lb) Vert: 19=303(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 J40997 Truss D01G Truss Type HALF HIP GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710511 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:08 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-ywvwVq3eZGGJHjpPBN1P5mpGkc2hIpT3wJD7DJzMu2j Scale = 1:32.4 1 2 3 4 5 10 9 8 7 6 14 15 16 17 18 19 20 21 3x4 4x8 3x6 3x4 3x8 5x5 1x4 4x10 3x8 2x4 Special NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED 1-10-8 1-10-8 2-0-2 0-1-11 8-10-8 6-10-6 13-7-14 4-9-5 18-5-3 4-9-5 2-0-2 2-0-2 5-5-5 3-5-3 8-10-8 3-5-3 13-7-14 4-9-5 18-5-3 4-9-5 0-6-04-2-65.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] 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-MS 0.83 0.73 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.12 0.02 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-10: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-6-6 oc bracing: 7-9. REACTIONS. (size)6=Mechanical, 10=0-3-5 Max Horz 10=135(LC 25) Max Uplift 6=-520(LC 8), 10=-531(LC 8) Max Grav 6=1623(LC 1), 10=1488(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2015/617, 3-4=-1527/486, 4-5=-1527/486, 5-6=-1492/483 BOT CHORD 7-9=-606/1776 WEBS 2-10=-1394/427, 2-9=-428/1591, 3-9=-101/419, 3-7=-332/155, 4-7=-702/240, 5-7=-622/1953 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; porch 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 6=520, 10=531. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 lb down and 219 lb up at 8-10-8 on top chord, and 445 lb down and 76 lb up at 8-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 April 26,2021 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 J40997 Truss D01G Truss Type HALF HIP GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710511 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:08 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-ywvwVq3eZGGJHjpPBN1P5mpGkc2hIpT3wJD7DJzMu2j LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 6-11=-20 Concentrated Loads (lb) Vert: 3=-200(F) 9=-360(F) 14=-123(F) 15=-119(F) 16=-119(F) 17=-119(F) 18=-105(F) 19=-107(F) 20=-107(F) 21=-107(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 J40997 Truss D02 Truss Type HALF HIP Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710512 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:08 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-ywvwVq3eZGGJHjpPBN1P5mpHuc44Is93wJD7DJzMu2j Scale = 1:33.1 1 2 3 4 5 9 8 7 6 13 3x4 6x6 2x4 3x4 2x4 4x6 3x8 3x8 3x6 1-10-8 1-10-8 2-0-2 0-1-11 10-10-8 8-10-6 18-5-3 7-6-11 2-0-2 2-0-2 6-5-5 4-5-3 10-10-8 4-5-3 18-5-3 7-6-11 0-6-05-0-65.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.75 0.64 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.23 0.01 (loc) 8-9 8-9 6 l/defl >999 >837 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=Mechanical, 9=0-3-5 Max Horz 9=165(LC 8) Max Uplift 6=-365(LC 8), 9=-411(LC 8) Max Grav 6=721(LC 1), 9=925(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-775/361, 4-5=-663/360, 5-6=-656/309 BOT CHORD 8-9=-435/773 WEBS 2-9=-299/98, 3-9=-869/273, 5-8=-405/736 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; porch 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 6=365, 9=411. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss D03 Truss Type HALF HIP Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710513 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:09 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-Q7TIjA4GKZOAutObl5Yed_MV40U01LyC9zygmlzMu2i Scale = 1:35.6 1 2 3 4 5 6 11 10 9 8 7 15 3x4 4x6 2x4 3x4 3x4 3x8 4x4 3x4 3x8 4x4 2x4 1-10-8 1-10-8 2-0-2 0-1-11 7-5-5 5-5-3 12-10-8 5-5-3 18-5-3 5-6-11 2-0-2 2-0-2 7-5-5 5-5-3 12-10-8 5-5-3 18-5-3 5-6-11 0-6-05-10-65.00 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-AS 0.47 0.34 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 -0.01 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a 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 *Except* 2-11: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=Mechanical, 11=0-3-5 Max Horz 11=195(LC 8) Max Uplift 7=-375(LC 8), 11=-401(LC 8) Max Grav 7=721(LC 1), 11=925(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-972/401, 3-5=-608/258, 5-6=-486/265, 6-7=-672/332 BOT CHORD 8-10=-484/832 WEBS 2-11=-827/316, 2-10=-298/833, 3-8=-397/253, 6-8=-373/681 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; porch 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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=375, 11=401. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss D04 Truss Type HALF HIP Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710514 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:10 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-uJ1gwW4u5tW1W0zoJo4tABuhIQp5mlgLOdiDIBzMu2h Scale = 1:39.3 1 2 3 4 5 6 11 10 9 8 7 3x4 4x6 2x4 3x4 3x4 3x8 4x4 3x4 3x8 3x6 2x4 1-10-8 1-10-8 2-0-2 0-1-11 8-5-5 6-5-3 14-10-8 6-5-3 18-4-4 3-5-12 2-0-2 2-0-2 8-5-5 6-5-3 14-10-8 6-5-3 18-4-4 3-5-12 0-6-06-8-65.00 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-AS 0.44 0.41 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.09 -0.01 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7,2-11: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=0-9-8, 11=0-3-5 Max Horz 11=225(LC 8) Max Uplift 7=-383(LC 8), 11=-386(LC 8) Max Grav 7=714(LC 1), 11=918(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-966/371, 3-5=-428/150, 5-6=-302/168, 6-7=-695/368 BOT CHORD 8-10=-478/817 WEBS 2-11=-817/293, 2-10=-235/765, 3-8=-586/354, 6-8=-380/679 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; porch 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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=383, 11=386. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss D05 Truss Type HALF HIP Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710515 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:11 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-MVb27s5WsBeu8AX_tWb6jPRqWp7OV7jVcHRnqezMu2g Scale = 1:41.2 1 2 3 4 5 9 8 7 6 3x4 3x4 3x6 3x4 3x4 3x8 4x4 3x4 2x4 1-10-8 1-10-8 2-0-2 0-1-11 8-10-1 6-9-15 16-3-14 7-5-13 16-4-4 0-0-6 2-0-2 2-0-2 8-10-1 6-9-15 16-4-4 7-6-3 0-6-07-3-125.00 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-AS 0.54 0.47 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.12 -0.01 (loc) 6-8 6-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6,2-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-9-8, 9=0-3-5 Max Horz 9=244(LC 8) Max Uplift 6=-355(LC 8), 9=-329(LC 8) Max Grav 6=622(LC 1), 9=829(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-800/262 BOT CHORD 8-9=-268/129, 6-8=-393/661 WEBS 2-9=-728/235, 2-8=-126/596, 3-6=-710/423 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; porch 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=355, 9=329. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss D06G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710516 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:12 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-ri9QLB68dUmllK6AQD6LFc_wWDT8EZRerxBKN4zMu2f Scale = 1:40.2 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 3x10 6x8 5x5 6x16 10x10 4x6 10x10 5x12 6x10 4x6 SUH24 SUH24 HUS26 Special HUS26 HUS26 Special 4-1-14 4-1-14 8-0-5 3-10-6 13-3-0 5-2-11 4-1-14 4-1-14 8-0-5 3-10-6 13-3-0 5-2-11 6-9-103-5-83-5-80-6-05.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-3-12,0-3-0], [5:0-4-4,0-3-8], [5:0-0-14,0-0-2], [6:0-5-0,0-6-0], [7:0-3-8,0-5-12] 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-MS 0.84 0.50 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.18 0.00 (loc) 6-7 6-7 9 l/defl >999 >851 n/a L/d 240 180 n/a PLATES MT20 Weight: 254 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP SS WEBS 2x4 SP No.3 *Except* 1-8: 2x8 SP No.3, 4-5: 2x6 SP No.3, 1-7,4-6: 2x4 SP No.2 OTHERS 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-8-0, 9=0-5-2 Max Horz 8=-116(LC 8) Max Uplift 8=-1455(LC 8), 9=-1299(LC 8) Max Grav 8=4904(LC 1), 9=6305(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-4708/1316, 1-2=-4274/1146, 2-3=-7880/1756, 3-4=-7104/1552, 4-5=-375/2252 BOT CHORD 6-7=-963/3908, 5-6=-354/1737 WEBS 1-7=-2007/7307, 2-7=-2722/588, 2-6=-952/5102, 3-6=-3185/753, 4-6=-1490/6707, 4-9=-6455/1331 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 9 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) 8=1455, 9=1299. 10) Use USP SUH24 (With 4-16d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-2-4 from the left end to 4-2-4 to connect truss(es) to front face of bottom chord. 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 6-2-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. Continued on page 2 April 26,2021 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 J40997 Truss D06G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710516 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:12 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-ri9QLB68dUmllK6AQD6LFc_wWDT8EZRerxBKN4zMu2f NOTES- 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-7-4 from the left end to 9-7-4 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1888 lb down and 326 lb up at 5-7-4, and 1870 lb down and 342 lb up at 11-7-4 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: 1-3=-70, 3-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 7=-701(F) 10=-701(F) 11=-1714(B) 12=-1603(F) 13=-1714(B) 14=-1714(B) 15=-1691(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 J40997 Truss D07 Truss Type MONOPITCH Qty 11 Ply 1 Sztankovits Res Job Reference (optional) T23710517 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:13 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-JujpYX7mOoucNUhM_wdaoqW92dowzAYo4bwtvWzMu2e Scale = 1:43.6 1 2 3 4 5 9 8 7 6 3x4 4x4 3x4 3x4 3x8 4x4 3x4 3x6 2x4 1-10-8 1-10-8 2-0-2 0-1-11 9-6-9 7-6-7 17-4-8 7-9-15 2-0-2 2-0-2 9-6-9 7-6-7 17-4-8 7-9-15 0-6-07-8-145.00 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-AS 0.60 0.53 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.14 -0.01 (loc) 6-8 6-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6,2-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-6 REACTIONS. (size)6=0-8-0, 9=0-3-5 Max Horz 9=333(LC 7) Max Uplift 6=-327(LC 5), 9=-401(LC 8) Max Grav 6=669(LC 1), 9=874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-864/384 BOT CHORD 8-9=-408/230, 6-8=-405/711 WEBS 2-9=-770/299, 2-8=-190/586, 3-8=-145/262, 3-6=-771/438 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; porch 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=327, 9=401. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E01G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710518 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:15 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-FHqZzD81wP8Kcorl6Lf2tFcX2RTdR0R5XuP_zPzMu2c Scale = 1:35.7 1 2 3 4 5 6 7 18 16 15 17 14 13 12 11 10 9 8 22 23 24 25 2x4 3x6 4x4 5x5 4x4 3x4 2x4 2x4 3x6 3x6 4x8 3x8 3x4 4x8 2x4 1x4 Special Special Special Special Special Special 1-7-0 1-7-0 2-7-0 1-0-0 5-8-6 3-1-6 6-6-0 0-9-10 7-0-0 0-6-0 11-4-0 4-4-0 15-9-0 4-5-0 18-0-0 2-3-0 18-4-0 0-4-0 20-2-8 1-10-8 2-7-0 2-7-0 5-8-6 3-1-6 7-0-0 1-3-10 11-4-0 4-4-0 15-9-0 4-5-0 18-0-0 2-3-0 20-2-8 2-2-8 3-7-144-2-60-6-01-0-04-2-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.50 0.58 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.16 0.06 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 224 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 14-16: 2x4 SP No.3, 6-8: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-18: 2x6 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, Except: 6-0-0 oc bracing: 16-18,7-8. 10-0-0 oc bracing: 6-10 REACTIONS. (size)18=0-8-0, 8=0-8-0 Max Horz 18=-166(LC 6) Max Uplift 18=-364(LC 4), 8=-389(LC 8) Max Grav 18=1463(LC 30), 8=1737(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 17-18=-1420/362, 1-17=-1404/385, 1-2=-2848/743, 2-3=-3156/831, 3-4=-2799/768, 4-5=-3025/804, 5-6=-3002/749 BOT CHORD 11-13=-637/2725, 10-11=-628/2715, 6-10=-630/2723, 6-8=-1675/428 WEBS 1-13=-771/3003, 2-13=-1330/368, 3-13=-45/554, 4-11=-27/532, 5-11=-344/385 NOTES- 1) 2-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, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 18=364, 8=389. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 406 lb down and 244 lb up at 7-0-0, 174 lb down and 121 lb up at 9-0-12, and 174 lb down and 121 lb up at 9-3-4, and 406 lb down and 244 lb up at 11-4-0 on top chord, and 272 lb down and 97 lb up at 7-0-0, 84 lb down at 9-0-12, and 84 lb down at 9-3-4, and 272 lb down and 97 lb up at 11-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 April 26,2021 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 J40997 Truss E01G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710518 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:15 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-FHqZzD81wP8Kcorl6Lf2tFcX2RTdR0R5XuP_zPzMu2c LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 4-6=-70, 6-7=-70, 16-18=-20, 15-16=-20, 6-14=-20, 8-9=-20, 8-19=-20 Concentrated Loads (lb) Vert: 3=-217(F) 4=-217(F) 11=-205(F) 23=-264(F) 24=-205(F) 25=-99(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 J40997 Truss E02 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710519 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:16 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-jTOxBZ9fhjHBExQxf3BHQS8iSqqPAV_EmY9YWrzMu2b Scale = 1:36.4 1 2 3 4 5 6 7 18 16 15 17 14 13 12 11 10 9 8 22 2x4 3x6 4x4 4x6 3x4 2x4 2x4 3x6 3x6 3x8 1x4 4x8 3x4 4x8 2x4 1x4 1-7-0 1-7-0 2-7-0 1-0-0 4-0-15 1-5-15 7-8-6 3-7-7 9-4-0 1-7-10 9-10-0 0-6-0 15-9-0 5-11-0 18-0-0 2-3-0 18-4-0 0-4-0 20-2-8 1-10-8 2-7-0 2-7-0 4-0-15 1-5-15 7-8-6 3-7-7 9-4-0 1-7-10 15-9-0 6-5-0 18-0-0 2-3-0 20-2-8 2-2-8 4-5-145-0-60-6-01-0-04-5-145.00 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-AS 0.46 0.55 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.14 0.05 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 14-16: 2x4 SP No.3, 6-8: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-18: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 6-10 REACTIONS. (size)18=0-8-0, 8=0-8-0 Max Horz 18=-205(LC 6) Max Uplift 18=-136(LC 8), 8=-162(LC 8) Max Grav 18=811(LC 1), 8=1055(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 17-18=-780/135, 1-17=-742/152, 1-2=-785/173, 2-3=-785/173, 4-5=-1145/214, 5-6=-1614/258, 3-4=-1043/225 BOT CHORD 12-13=-86/1072, 10-12=-185/1466, 6-10=-187/1470, 6-8=-996/202 WEBS 1-13=-170/963, 2-13=-293/108, 3-13=-383/77, 4-12=-27/452, 5-12=-520/122, 3-12=-267/76 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 18=136, 8=162. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E03 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710520 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:17 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-BfyJOvAHS1P1s5?8DmiWyghowE8JvwuN?Cu52HzMu2a Scale = 1:37.0 1 2 3 4 5 15 13 12 14 11 10 9 8 7 6 19 2x4 3x10 4x8 M18SHS 3x4 2x4 3x4 3x6 3x6 4x8 3x4 4x8 2x4 1x4 1-7-0 1-7-0 2-7-0 1-0-0 4-0-0 1-5-0 7-10-0 3-10-0 8-7-10 0-9-10 15-9-0 7-1-6 18-0-0 2-3-0 18-4-0 0-4-0 20-2-8 1-10-8 2-7-0 2-7-0 4-0-0 1-5-0 8-7-10 4-7-10 11-9-8 3-1-14 15-9-0 3-11-8 18-0-0 2-3-0 20-2-8 2-2-8 5-3-140-6-01-0-05-3-145.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-0] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.80 0.63 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.16 0.06 (loc) 9-11 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 112 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-13: 2x4 SP No.3, 4-6: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-15: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 4-8 REACTIONS. (size)15=0-8-0, 6=0-8-0 Max Horz 15=-228(LC 6) Max Uplift 15=-143(LC 4), 6=-161(LC 8) Max Grav 15=811(LC 1), 6=1055(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-752/149, 1-14=-702/178, 1-2=-931/217, 2-3=-1105/203, 3-4=-1626/259 BOT CHORD 11-14=0/295, 8-9=-187/1476, 4-8=-189/1480, 4-6=-996/201 WEBS 1-9=-173/907, 3-9=-587/139 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=143, 6=161. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E04 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710521 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:19 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-7244pbBX_efl5P9WLBk_15mE?2oDNsTgSWNC6AzMu2Y Scale = 1:39.4 1 2 3 4 5 6 7 17 15 14 16 13 12 11 10 9 8 21 2x4 3x8 5x5 3x6 2x4 2x4 3x6 3x6 3x4 3x8 4x6 3x4 4x8 2x4 1x4 1-7-0 1-7-0 2-7-0 1-0-0 5-10-0 3-3-0 6-7-10 0-9-10 15-9-0 9-1-6 18-0-0 2-3-0 18-4-0 0-4-0 20-2-8 1-10-8 2-7-0 2-7-0 6-7-10 4-0-10 11-11-10 5-4-0 15-9-0 3-9-6 18-0-0 2-3-0 20-2-8 2-2-8 6-1-140-6-01-0-06-1-145.00 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-AS 0.44 0.73 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.31 0.06 (loc) 10-12 10-12 8 l/defl >999 >694 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-15: 2x4 SP No.3, 6-8: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-17: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 6-10 REACTIONS. (size)17=0-8-0, 8=0-8-0 Max Horz 17=-266(LC 6) Max Uplift 17=-143(LC 4), 8=-159(LC 8) Max Grav 17=811(LC 1), 8=1055(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-776/143, 1-16=-735/167, 1-2=-710/186, 2-4=-845/172, 4-5=-1532/227, 5-6=-1576/189 BOT CHORD 10-12=-141/1199, 6-10=-113/1402, 6-8=-996/199 WEBS 1-12=-145/831, 4-12=-567/175, 4-10=0/416 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=143, 8=159. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E05 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710522 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:20 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-cEeS0xC9lyncjZkjuvFDaIJMqS8C6ENqhA7lfczMu2X Scale = 1:43.1 1 2 3 4 5 6 7 17 15 14 16 13 12 11 10 9 8 21 22 2x4 3x4 5x5 3x6 3x4 3x4 3x10 4x6 3x4 4x8 1x4 3x4 4x8 2x4 1x4 1-7-0 1-7-0 2-7-0 1-0-0 3-10-0 1-3-0 4-7-10 0-9-10 9-9-8 5-1-14 15-9-0 5-11-8 18-0-0 2-3-0 18-4-0 0-4-0 20-2-8 1-10-8 2-7-0 2-7-0 4-7-10 2-0-10 9-9-8 5-1-14 15-9-0 5-11-8 18-0-0 2-3-0 20-2-8 2-2-8 6-11-140-6-01-0-06-11-145.00 12 Plate Offsets (X,Y)-- [13:0-0-8,0-1-8] 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-AS 0.63 0.75 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.36 0.10 (loc) 12-13 12-13 8 l/defl >999 >592 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-15: 2x4 SP No.3, 6-8: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 6-10 REACTIONS. (size)17=0-8-0, 8=0-8-0 Max Horz 17=-304(LC 6) Max Uplift 17=-143(LC 4), 8=-157(LC 8) Max Grav 17=1003(LC 14), 8=1255(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-849/163, 2-4=-1428/295, 4-5=-1401/207, 5-6=-1800/242 BOT CHORD 15-17=-276/27, 13-16=0/774, 12-13=0/595, 10-12=-165/1618, 6-10=-167/1623, 6-8=-1139/197 WEBS 2-16=-767/178, 2-12=-185/1116, 4-12=-434/179, 5-12=-421/102 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=143, 8=157. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E06 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710523 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:21 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-4QCqEGDnVFvTKjIvScmS7WsR7rUorh3zwqsJB2zMu2W Scale = 1:47.1 1 2 3 4 5 6 7 17 15 14 16 13 12 11 10 9 821 22 23 2x4 3x4 5x5 3x6 3x4 3x4 3x10 3x6 3x4 4x8 1x4 3x4 4x8 2x4 1x4 1-7-0 1-7-0 2-7-0 1-0-0 2-7-10 0-0-10 9-2-0 6-6-6 15-9-0 6-7-0 18-0-0 2-3-0 18-4-0 0-4-0 20-2-8 1-10-8 2-7-0 2-7-0 2-7-10 0-0-10 9-2-0 6-6-6 15-9-0 6-7-0 18-0-0 2-3-0 20-2-8 2-2-8 7-9-140-6-01-0-07-9-145.00 12 Plate Offsets (X,Y)-- [13:0-0-8,0-1-8] 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-AS 0.98 0.72 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.31 0.11 (loc) 12-13 12-13 8 l/defl >999 >695 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-15: 2x4 SP No.3, 6-8: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-17: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 6-10 WEBS 1 Row at midpt 1-17 REACTIONS. (size)17=0-8-0, 8=0-8-0 Max Horz 17=-342(LC 6) Max Uplift 17=-144(LC 8), 8=-155(LC 8) Max Grav 17=1047(LC 14), 8=1253(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-905/162, 2-4=-1380/309, 4-5=-1335/202, 5-6=-1830/235 BOT CHORD 13-16=0/555, 12-13=0/431, 10-12=-161/1646, 6-10=-163/1651, 6-8=-1136/195 WEBS 2-12=-247/1292, 4-12=-522/215, 5-12=-515/106, 2-16=-790/206 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=144, 8=155. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E07 Truss Type Roof Special Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710524 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:22 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-YdlCRcEQGZ1Kyst50JHhfjOkWFptaA268UcsjVzMu2V Scale = 1:49.8 1 2 3 4 5 6 10 9 8 71415 3x8 4x4 3x6 3x6 3x4 3x4 4x6 3x6 2x4 3x4 9-1-12 9-1-12 18-0-0 8-10-4 18-4-0 0-4-0 20-2-8 1-10-8 0-7-10 0-7-10 7-0-14 6-5-4 13-6-2 6-5-4 20-2-8 6-8-6 0-3-88-7-140-6-05.00 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-AS 0.49 0.80 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.32 0.02 (loc) 9-10 9-10 7 l/defl >999 >657 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-10,5-7: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-10, 2-10 REACTIONS. (size)10=0-8-0, 7=0-8-0 Max Horz 10=-302(LC 8) Max Uplift 10=-217(LC 8), 7=-109(LC 8) Max Grav 10=982(LC 14), 7=1139(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1042/59 BOT CHORD 9-10=0/686, 7-9=-31/997 WEBS 2-10=-963/245, 2-9=-12/488, 4-7=-1156/99 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=217, 7=109. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E08 Truss Type ROOF SPECIAL Qty 10 Ply 1 Sztankovits Res Job Reference (optional) T23710525 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:23 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-0pJafyE21t9Ba0SHa1pwCxxqkf98Je0GN8LPFxzMu2U Scale = 1:48.7 1 2 3 4 5 6 10 9 8 71415 3x6 3x4 3x4 3x4 3x4 3x4 4x6 3x6 2x4 3x4 8-9-15 8-9-15 17-4-6 8-6-7 17-8-6 0-4-0 19-6-14 1-10-8 6-7-7 6-7-7 12-11-6 6-3-15 19-6-14 6-7-8 8-7-140-6-05.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-1-8] 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-AS 0.78 0.80 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.34 0.02 (loc) 9-10 9-10 7 l/defl >999 >599 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-7: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-10, 2-10 REACTIONS. (size)10=Mechanical, 7=0-8-0 Max Horz 10=-377(LC 6) Max Uplift 10=-151(LC 8), 7=-166(LC 8) Max Grav 10=965(LC 14), 7=1096(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-975/178 BOT CHORD 9-10=0/717, 7-9=-118/932 WEBS 2-10=-942/218, 2-9=-17/487, 4-7=-1099/209 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 10=151, 7=166. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E09 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710526 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:24 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-U?tzsIFgoAH2CA1U7kK9k8T3U3YK21UPco5zoNzMu2T Scale = 1:44.6 1 2 3 4 5 6 7 12 11 10 9 8 3x4 4x4 4x4 3x4 3x4 3x8 3x4 3x4 4x6 3x6 2x4 3x4 1-11-13 1-11-13 9-8-2 7-8-5 17-4-6 7-8-4 17-8-6 0-4-0 19-6-14 1-10-8 1-11-13 1-11-13 7-9-0 5-9-3 13-6-2 5-9-2 19-6-14 6-0-12 7-9-150-6-07-9-155.00 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-AS 0.52 0.54 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.16 0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-12 REACTIONS. (size)12=Mechanical, 8=0-8-0 Max Horz 12=-342(LC 6) Max Uplift 12=-149(LC 8), 8=-168(LC 8) Max Grav 12=788(LC 14), 8=986(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-788/197, 2-3=-327/127, 3-5=-877/184 BOT CHORD 11-12=-145/266, 10-11=-28/665, 8-10=-116/813 WEBS 1-11=-142/814, 3-11=-687/199, 3-10=0/330, 5-8=-1065/200 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 12=149, 8=168. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E10 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710527 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:25 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-yCRL4eGIZUPvpKcghSrOHM0DzTwFnVCZqSqWKqzMu2S Scale = 1:39.8 1 2 3 4 5 6 11 10 9 8 7 2x4 4x4 4x6 3x4 3x4 3x8 3x4 4x4 3x8 2x4 3x4 4-1-14 4-1-14 10-9-2 6-7-4 17-4-6 6-7-4 17-8-6 0-4-0 19-6-14 1-10-8 4-1-14 4-1-14 10-9-2 6-7-4 17-4-6 6-7-4 19-6-14 2-2-8 6-11-10-6-06-11-15.00 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-AS 0.54 0.43 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-7: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)11=Mechanical, 7=0-8-0 Max Horz 11=-301(LC 6) Max Uplift 11=-148(LC 4), 7=-170(LC 8) Max Grav 11=762(LC 14), 7=986(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-734/175, 1-2=-368/170, 2-4=-502/152, 4-5=-1029/198 BOT CHORD 9-10=-88/873 WEBS 1-10=-139/743, 4-10=-624/174, 5-9=-87/848, 5-7=-880/220 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 11=148, 7=170. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E11 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710528 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:26 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-QO?jH_HwKoXmRUBsF9MdqZZNjsHLW2si36a4sGzMu2R Scale = 1:36.2 1 2 3 4 5 6 11 10 9 8 7 15 2x4 4x4 5x5 3x4 3x4 3x8 3x4 4x4 3x8 2x4 3x4 6-1-14 6-1-14 11-9-2 5-7-4 17-4-6 5-7-4 17-8-6 0-4-0 19-6-14 1-10-8 6-1-14 6-1-14 11-9-2 5-7-4 17-4-6 5-7-4 19-6-14 2-2-8 6-1-10-6-06-1-15.00 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-AS 0.60 0.38 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a 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 *Except* 5-7: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)11=Mechanical, 7=0-8-0 Max Horz 11=-263(LC 6) Max Uplift 11=-148(LC 4), 7=-172(LC 8) Max Grav 11=762(LC 1), 7=986(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-706/172, 1-2=-536/188, 2-4=-663/176, 4-5=-1016/200 BOT CHORD 8-10=-98/871 WEBS 1-10=-139/734, 4-10=-432/130, 5-8=-108/897, 5-7=-883/211 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 11=148, 7=172. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E12 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710529 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:26 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-QO?jH_HwKoXmRUBsF9MdqZZJksB8W1Ii36a4sGzMu2R Scale = 1:34.0 1 2 3 4 5 9 8 7 6 13 3x4 3x8 4x8 M18SHS 3x4 3x4 3x8 4x6 3x6 2x4 7-11-14 7-11-14 17-4-6 9-4-8 17-8-6 0-4-0 19-6-14 1-10-8 7-11-14 7-11-14 13-7-9 5-7-11 19-6-14 5-11-5 5-3-150-6-05-3-155.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-0] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.86 0.71 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.29 0.01 (loc) 6-8 6-8 6 l/defl >999 >717 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 105 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-6: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=Mechanical, 6=0-8-0 Max Horz 9=-228(LC 6) Max Uplift 9=-148(LC 4), 6=-174(LC 8) Max Grav 9=762(LC 1), 6=986(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-693/170, 1-2=-701/200, 2-3=-835/185 BOT CHORD 6-8=-129/795 WEBS 1-8=-144/784, 3-6=-1000/241 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 9=148, 6=174. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E13 Truss Type COMMON Qty 4 Ply 1 Sztankovits Res Job Reference (optional) T23710530 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:27 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-uaZ5UKIY55fd3em3pttsMn5aLGY3FUwsImJdOizMu2Q Scale = 1:33.8 1 2 3 4 5 6 10 9 8 7 2x4 4x4 3x4 3x4 3x8 4x6 4x6 3x6 3x6 2x4 8-6-6 8-6-6 17-4-6 8-10-0 17-8-6 0-4-0 19-6-14 1-10-8 4-4-15 4-4-15 8-6-6 4-1-7 13-10-13 5-4-7 19-6-14 5-8-1 1-6-95-1-30-6-05.00 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-AS 0.48 0.67 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.02 (loc) 7-9 7-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-7: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)10=Mechanical, 7=0-8-0 Max Horz 10=-154(LC 6) Max Uplift 10=-138(LC 8), 7=-178(LC 8) Max Grav 10=762(LC 1), 7=986(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/198, 3-4=-858/192 BOT CHORD 9-10=-117/814, 7-9=-134/792 WEBS 3-9=-25/344, 2-10=-837/171, 4-7=-1050/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 10=138, 7=178. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E14 Truss Type COMMON Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710531 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:28 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-Nn7TigIAsPnUgnLFMaO5v_elHgtb_wt?XQ3Ax8zMu2P Scale = 1:32.8 1 2 3 4 5 9 8 7 6 2x4 4x4 2x4 3x4 3x8 4x6 4x6 3x6 3x8 8-6-6 8-6-6 17-8-6 9-2-0 4-4-15 4-4-15 8-6-6 4-1-7 12-11-10 4-5-4 17-8-6 4-8-12 1-6-95-1-31-3-65.00 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-AS 0.47 0.71 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.24 0.02 (loc) 6-8 6-8 6 l/defl >999 >884 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=Mechanical, 6=0-8-0 Max Horz 9=-153(LC 6) Max Uplift 9=-141(LC 8), 6=-141(LC 8) Max Grav 9=780(LC 1), 6=780(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-869/202, 3-4=-874/200, 4-5=-272/63 BOT CHORD 8-9=-122/835, 6-8=-142/892 WEBS 3-8=-47/382, 2-9=-873/177, 4-6=-851/189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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=141, 6=141. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E15 Truss Type COMMON Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710532 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:29 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-rzgsv0JpdjvKIxwRwIvKRCBzv4DPjNl8l4okTbzMu2O Scale = 1:34.0 1 2 3 4 5 9 8 7 6 3x4 4x4 3x4 4x4 3x8 4x6 4x6 3x8 3x8 9-2-0 9-2-0 18-4-0 9-2-0 4-8-12 4-8-12 9-2-0 4-5-4 13-7-4 4-5-4 18-4-0 4-8-12 1-3-65-1-31-3-65.00 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-AS 0.28 0.74 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.03 (loc) 6-7 6-7 6 l/defl >999 >944 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-9,5-6: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=0-8-0, 6=0-8-0 Max Horz 9=149(LC 7) Max Uplift 9=-146(LC 8), 6=-146(LC 8) Max Grav 9=804(LC 1), 6=804(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/64, 2-3=-927/209, 3-4=-927/209, 4-5=-271/64 BOT CHORD 7-9=-148/939, 6-7=-148/930 WEBS 3-7=-49/410, 2-9=-896/195, 4-6=-896/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 9=146, 6=146. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss E16 Truss Type COMMON Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710533 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:30 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-J9EE7LKRO01Bw5UeU?RZ_Pj8SUeMSpcI_kYH?1zMu2N Scale = 1:33.6 1 2 3 4 5 6 11 10 9 8 7 3x4 4x4 2x4 3x6 2x4 3x6 4x4 3x4 3x4 4x4 3x6 1-10-8 1-10-8 2-2-8 0-4-0 8-1-5 5-10-13 14-0-3 5-10-13 20-2-8 6-2-5 2-2-8 2-2-8 6-7-8 4-5-0 11-0-8 4-5-0 15-5-12 4-5-4 20-2-8 4-8-12 0-6-05-1-31-3-65.00 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-AS 0.30 0.37 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.02 (loc) 7-8 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a 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 *Except* 2-11: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)11=0-8-0, 7=Mechanical Max Horz 11=150(LC 7) Max Uplift 11=-245(LC 8), 7=-140(LC 8) Max Grav 11=1014(LC 1), 7=791(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-975/230, 4-5=-1019/245 BOT CHORD 10-11=-109/896, 8-10=-53/735, 7-8=-134/944 WEBS 2-11=-277/128, 3-11=-1107/221, 4-10=-29/254, 4-8=-54/317, 5-7=-960/157 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 11=245, 7=140. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss F01G Truss Type HIP GIRDER Qty 2 Ply 1 Sztankovits Res Job Reference (optional) T23710534 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:32 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-FYM_Y1LhweIv9Pe0bQT13qpVnHOkwpfbR21O4wzMu2L Scale = 1:33.8 1 2 3 4 5 6 7 18 15 14 13 12 11 8 17 16 10 9 25 26 27 28 3x4 4x4 4x4 3x4 3x6 3x8 2x4 3x8 3x6 5x8 1x4 3x8 3x8 1x4 5x8 2x4 Special NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED Special 1-10-8 1-10-8 2-7-0 0-8-8 4-1-1 1-6-1 8-4-8 4-3-7 12-7-15 4-3-7 14-2-0 1-6-1 14-10-8 0-8-8 16-9-0 1-10-8 1-10-8 1-10-8 2-7-0 0-8-8 4-1-1 1-6-1 8-4-8 4-3-7 12-7-15 4-3-7 14-2-0 1-6-1 14-10-8 0-8-8 16-9-0 1-10-8 0-6-02-7-23-11-20-4-110-6-00-4-113-11-25.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-0-6], [9:0-2-8,0-1-13], [10:0-2-8,0-2-8], [16:0-2-8,0-2-8], [17:0-2-8,0-1-11], [18:0-3-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.24 0.12 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 12-13 15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-17,6-9: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 13-16,10-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 14-15,11-12. REACTIONS. (size)9=0-8-0, 17=0-8-0 Max Horz 17=-48(LC 6) Max Uplift 9=-279(LC 8), 17=-347(LC 8) Max Grav 9=496(LC 38), 17=496(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-200/255, 5-6=-200/255 BOT CHORD 17-18=-473/354, 2-18=-430/323, 8-9=-473/286, 6-8=-430/286 WEBS 2-16=-258/297, 6-10=-257/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 9=279, 17=347. 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) 94 lb down and 393 lb up at 4-1-1, and 94 lb down and 393 lb up at 12-7-15 on top chord, and 2 lb down and 30 lb up at 4-1-1, and 2 lb down and 30 lb up at 12-7-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 April 26,2021 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 J40997 Truss F01G Truss Type HIP GIRDER Qty 2 Ply 1 Sztankovits Res Job Reference (optional) T23710534 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:33 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-jkwMlNMJhxQmnZDC97_Gc2LgXhkzfGukgimxcMzMu2K LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 18-19=-20, 11-15=-20, 8-22=-20, 16-17=-20, 9-10=-20 Concentrated Loads (lb) Vert: 3=218(F) 5=218(F) 14=22(F) 13=45(F) 4=80(F) 12=22(F) 25=40(F) 26=40(F) 27=22(F) 28=22(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 J40997 Truss F02 Truss Type HIP Qty 2 Ply 1 Sztankovits Res Job Reference (optional) T23710535 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:33 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-jkwMlNMJhxQmnZDC97_Gc2LZphc1fEqkgimxcMzMu2K Scale = 1:29.1 1 2 3 4 5 6 9 8 7 5x5 4x6 2x4 2x4 3x8 3x6 3x8 2-9-2 2-9-2 9-4-14 6-7-12 12-2-0 2-9-2 -2-0-0 2-0-0 2-9-2 2-9-2 9-4-14 6-7-12 12-2-0 2-9-2 14-2-0 2-0-0 3-7-54-9-23-7-54-9-25.00 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-AS 0.67 0.63 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.00 (loc) 8-9 8-9 7 l/defl >881 >434 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=Mechanical, 9=Mechanical Max Horz 9=-198(LC 6) Max Uplift 7=-190(LC 8), 9=-190(LC 8) Max Grav 7=685(LC 1), 9=685(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-283/127, 4-5=-334/130, 2-9=-263/179, 5-7=-714/191 BOT CHORD 8-9=-119/280 WEBS 3-9=-424/139, 5-8=-62/484 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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=190, 9=190. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss F03 Truss Type HIP Qty 2 Ply 1 Sztankovits Res Job Reference (optional) T23710536 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:34 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-BxUlyjNxSFYdOioPjrVV8FuqO53dOiVuvMWV8ozMu2J Scale = 1:33.9 1 2 3 4 9 8 7 6 5 4x4 4x8 2x4 3x4 3x8 4x4 2x4 3x4 4x4 4-9-2 4-9-2 6-1-0 1-3-14 7-4-14 1-3-14 12-2-0 4-9-2 4-9-2 4-9-2 6-1-0 1-3-14 7-4-14 1-3-14 12-2-0 4-9-2 3-7-55-7-23-7-55-7-25.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.30 0.16 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 5-7 8-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=Mechanical, 5=Mechanical Max Horz 9=-197(LC 6) Max Uplift 9=-97(LC 8), 5=-97(LC 8) Max Grav 9=534(LC 1), 5=534(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-395/131, 3-4=-395/131, 1-9=-485/116, 4-5=-485/117, 2-3=-303/144 BOT CHORD 7-8=-80/312 WEBS 1-8=-61/342, 4-7=-62/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 9, 5. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss FG01 Truss Type FLAT GIRDER Qty 1 Ply 3 Sztankovits Res Job Reference (optional) T23710537 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:36 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-8JcVNPPCzsoLe0ynqGXzEgz3Wub3sRFAMg?bDhzMu2H Scale = 1:36.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 5x6 8x8 6x6 8x8 4x10 M18SHS6x8 M18SHS 2x4 5x10 2x4 5x8 2x4 5x10 2x4 6x8 M18SHS 2x4 5x6 3-8-11 3-8-11 7-3-9 3-6-15 10-10-8 3-6-15 14-5-7 3-6-15 18-0-5 3-6-15 21-9-0 3-8-11 3-8-11 3-8-11 7-3-9 3-6-15 10-10-8 3-6-15 14-5-7 3-6-15 18-0-5 3-6-15 21-9-0 3-8-11 1-6-0Plate Offsets (X,Y)-- [5:0-3-0,Edge], [10:0-1-12,0-2-8], [15:0-1-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.74 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.60 -0.85 0.11 (loc) 12 12 9 l/defl >423 >300 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 367 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-16,8-9: 2x8 SP No.3, 1-15,8-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=Mechanical, 9=Mechanical Max Horz 16=-48(LC 4) Max Uplift 16=-2631(LC 9), 9=-2179(LC 5) Max Grav 16=5493(LC 1), 9=4559(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-5325/2538, 1-2=-12075/5787, 2-3=-12075/5787, 3-4=-22147/10598, 4-6=-22147/10598, 6-7=-12019/5758, 7-8=-12019/5758, 8-9=-4392/2087 BOT CHORD 15-16=-486/945, 14-15=-9336/19484, 12-14=-9336/19484, 11-12=-9312/19452, 10-11=-9312/19452, 9-10=-448/915 WEBS 1-15=-5601/11717, 2-15=-1368/632, 3-15=-7766/3716, 3-12=-1337/2792, 4-12=-1598/734, 6-12=-1357/2825, 6-10=-7792/3726, 7-10=-1349/620, 8-10=-5591/11690 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered 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. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 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) 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) 16=2631, 9=2179. Continued on page 2 April 26,2021 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 J40997 Truss FG01 Truss Type FLAT GIRDER Qty 1 Ply 3 Sztankovits Res Job Reference (optional) T23710537 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:36 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-8JcVNPPCzsoLe0ynqGXzEgz3Wub3sRFAMg?bDhzMu2H NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 806 lb down and 436 lb up at 0-3-10, 734 lb down and 463 lb up at 1-8-4, 734 lb down and 463 lb up at 3-8-4, 734 lb down and 463 lb up at 5-8-4, 734 lb down and 463 lb up at 7-8-4, 734 lb down and 463 lb up at 9-8-4, 734 lb down and 463 lb up at 11-8-4, 734 lb down and 463 lb up at 13-8-4, 734 lb down and 463 lb up at 15-8-4, and 734 lb down and 463 lb up at 17-8-4, and 734 lb down and 463 lb up at 19-8-4 on top 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: 1-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 1=-806 2=-734 17=-734 18=-734 20=-734 21=-734 22=-734 23=-734 25=-734 26=-734 27=-734 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 J40997 Truss FG03 Truss Type FLAT GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710538 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:37 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-cV9tblPqkAwCFAX_Oz3CmuWGIIztbuTKbJk9l7zMu2G Scale = 1:25.7 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 10x16 4x8 10x16 4x10 M18SHS8x10 3x4 5x10 3x4 8x10 3x4 3-11-10 3-11-10 7-9-8 3-9-14 11-7-6 3-9-14 15-7-0 3-11-10 3-11-10 3-11-10 7-9-8 3-9-14 11-7-6 3-9-14 15-7-0 3-11-10 1-6-0Plate Offsets (X,Y)-- [6:0-5-0,0-4-0], [12:0-5-0,0-4-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.64 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.39 0.04 (loc) 9 9 7 l/defl >729 >462 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 199 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 *Except* 1-12,6-7: 2x8 SP No.3, 1-11,6-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bracing. REACTIONS. (size)12=Mechanical, 7=0-6-0 Max Horz 12=44(LC 5) Max Uplift 12=-1638(LC 9), 7=-1616(LC 9) Max Grav 12=3878(LC 1), 7=3548(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-3484/1452, 1-2=-8730/3680, 2-3=-8730/3680, 3-5=-7777/3056, 5-6=-7777/3056, 6-7=-3229/1480 BOT CHORD 11-12=-541/1201, 9-11=-4952/12204, 8-9=-4952/12204, 7-8=-408/1020 WEBS 1-11=-3284/7828, 2-11=-1460/639, 3-11=-3600/1324, 3-8=-4589/1968, 5-8=-857/252, 6-8=-2750/7024 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered 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. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 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) 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) 12=1638, 7=1616. Continued on page 2 April 26,2021 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 J40997 Truss FG03 Truss Type FLAT GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710538 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:37 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-cV9tblPqkAwCFAX_Oz3CmuWGIIztbuTKbJk9l7zMu2G NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 lb down and 376 lb up at 0-3-10, 778 lb down and 448 lb up at 2-6-4, 785 lb down and 463 lb up at 4-6-4, 785 lb down and 473 lb up at 6-6-4, 1348 lb down and 593 lb up at 8-6-4, 305 lb down and 174 lb up at 10-4-7, 261 lb down and 183 lb up at 12-4-7, and 421 lb down and 264 lb up at 14-4-7, and 766 lb down and 543 lb up at 15-3-6 on top 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: 1-6=-70, 7-12=-20 Concentrated Loads (lb) Vert: 1=-735 6=-662 13=-778 14=-785 15=-785 16=-1348 17=-305 18=-261 19=-421 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 J40997 Truss G01G Truss Type HIP GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710539 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:38 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-4ijFo4QSVU23tK6AyhaRJ53XIiOzKVETqzUiHZzMu2F Scale: 1/2"=1' 1 2 3 4 5 6 10 9 8 7 14 15 16 3x8 4x4 5x5 3x4 2x4 3x8 3x6 2x4 1x4 1x4 Special NAILED Special Special NAILED Special 3-0-0 3-0-0 8-8-0 5-8-0 10-4-12 1-8-12 10-5-8 0-0-12 12-10-8 2-5-0 3-0-0 3-0-0 6-0-0 3-0-0 8-8-0 2-8-0 10-4-12 1-8-12 12-10-8 2-5-12 2-1-63-4-60-6-03-4-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.24 0.26 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-8,1-10: 2x6 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 6-0-0 oc bracing. REACTIONS. (size)10=0-8-0, 8=0-8-0, 7=0-1-8 Max Horz 10=-117(LC 6) Max Uplift 10=-212(LC 8), 8=-273(LC 8), 7=-121(LC 32) Max Grav 10=487(LC 17), 8=692(LC 1), 7=246(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-431/205, 2-3=-367/201, 1-10=-468/190 BOT CHORD 8-9=-169/303 WEBS 3-8=-635/229, 1-9=-206/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 at joint(s) 7. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=212, 8=273, 7=121. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 237 lb down and 177 lb up at 3-0-0, and 228 lb down and 170 lb up at 6-0-0 on top chord, and 119 lb down and 13 lb up at 3-0-0, and 107 lb down and 39 lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Continued on page 2 April 26,2021 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 J40997 Truss G01G Truss Type HIP GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710539 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:38 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-4ijFo4QSVU23tK6AyhaRJ53XIiOzKVETqzUiHZzMu2F LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-6=-70, 10-11=-20 Concentrated Loads (lb) Vert: 2=-91(F) 3=-78(F) 9=-20(F) 14=-68(F) 15=-20(F) 16=19(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 J40997 Truss G02 Truss Type COMMON Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710540 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:39 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-YuHe0QR4GnAwVUgMWO5grJbii6mA3zRd2dDGq0zMu2E Scale = 1:25.4 1 2 3 4 5 9 8 7 6 3x8 4x4 3x4 2x4 3x8 3x8 2x4 1x4 1x4 4-6-0 4-6-0 8-8-0 4-2-0 10-4-12 1-8-12 10-5-8 0-0-12 12-10-8 2-5-0 4-6-0 4-6-0 8-8-0 4-2-0 10-4-12 1-8-12 12-10-8 2-5-12 2-1-63-11-140-6-05.00 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-AS 0.20 0.14 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-7,1-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=0-8-0, 7=0-8-0, 6=0-1-8 Max Horz 9=-134(LC 6) Max Uplift 9=-170(LC 8), 7=-247(LC 8), 6=-63(LC 9) Max Grav 9=331(LC 1), 7=586(LC 1), 6=221(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-264/163, 2-3=-262/163, 1-9=-289/133 WEBS 3-8=-104/390, 3-7=-539/185 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 9=170, 7=247. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss H01G Truss Type HIP GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710541 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:42 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-yTzmeSTzZiYUMxPxBWeNTxDDnJlIGKZ3lbSwQLzMu2B Scale = 1:16.3 1 2 3 4 6 5 19 20 4x10 6x8 6x6 4x10 3x10 6x6 HUS26 HUS26 HUS26 Special NAILED Special Special NAILED Special 1-8-11 1-8-11 5-9-5 4-0-10 7-6-0 1-8-11 1-8-11 1-8-11 5-9-5 4-0-10 7-6-0 1-8-11 1-3-62-0-01-3-62-0-05.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-2-8], [3:0-3-0,0-2-4], [4:Edge,0-3-14], [5:0-3-0,0-3-12] 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-MP 0.15 0.37 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.3 -t 2-0-1, Right 2x6 SP No.3 -t 2-0-1 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)1=0-8-0, 4=0-8-0 Max Horz 1=20(LC 31) Max Uplift 1=-717(LC 8), 4=-710(LC 8) Max Grav 1=1723(LC 36), 4=1754(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-608/251, 2-3=-1604/634, 3-4=-441/182 BOT CHORD 1-6=-608/1535, 5-6=-644/1647, 4-5=-582/1504 WEBS 2-6=-392/1194, 3-5=-347/1117 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: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) Provide adequate drainage to prevent water ponding. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=717, 4=710. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-7-4 from the left end to 5-7-4 to connect truss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 April 26,2021 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 J40997 Truss H01G Truss Type HIP GIRDER Qty 1 Ply 2 Sztankovits Res Job Reference (optional) T23710541 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:42 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-yTzmeSTzZiYUMxPxBWeNTxDDnJlIGKZ3lbSwQLzMu2B NOTES- 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) 78 lb down and 319 lb up at 1-8-11, and 78 lb down and 319 lb up at 5-9-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 7-13=-20 Concentrated Loads (lb) Vert: 2=162(B) 3=162(B) 6=-642(F=-1002, B=360) 5=-642(F=-1002, B=360) 19=55(B) 20=-948(F=-1002, B=54) 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 J40997 Truss MG01 Truss Type MONOPITCH GIRDER Qty 4 Ply 1 Sztankovits Res Job Reference (optional) T23710542 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:44 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-vs5X38VD5KoCbFZKIxhrYMITX7OgkGaMCvx0VDzMu29 Scale = 1:19.7 1 2 4 356 2x4 4x4 2x4 3x8 SUH24 SUH24 5-0-0 5-0-0 5-0-0 5-0-0 1-3-63-4-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.50 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 -0.00 (loc) 3-4 3-4 3 l/defl >999 >614 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 *Except* 1-4: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=0-8-0 Max Horz 4=130(LC 7) Max Uplift 3=-214(LC 5), 4=-178(LC 8) Max Grav 3=867(LC 1), 4=729(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 3=214, 4=178. 7) Use USP SUH24 (With 4-16d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent at 1-11-4 from the left end to connect truss(es) to front face of bottom chord. 8) Use USP SUH24 (With 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent at 3-11-4 from the left end to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 5=-665(F) 6=-515(F) April 26,2021 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 J40997 Truss MG02 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710543 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:45 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-N2evGUWrsdw3DP8WsfC45ZrkiXnATjyVRZha1fzMu28 Scale: 3/4"=1' 1 2 4 35 2x4 2x4 3x8 4x4 HUS26 3-1-8 3-1-8 3-1-8 3-1-8 1-3-62-7-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.17 0.29 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-4: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-8-0, 3=Mechanical Max Horz 4=94(LC 5) Max Uplift 4=-40(LC 8), 3=-170(LC 5) Max Grav 4=242(LC 1), 3=783(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=170. 9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 2-6-12 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 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: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 5=-777(B) April 26,2021 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 J40997 Truss MV2 Truss Type VALLEY Qty 5 Ply 1 Sztankovits Res Job Reference (optional) T23710544 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:45 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-N2evGUWrsdw3DP8WsfC45ZrmbXrITjFVRZha1fzMu28 Scale = 1:6.9 2 1 3 2x3 2-0-0 2-0-0 2-0-0 2-0-0 0-10-05.00 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 0.05 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.3 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=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=-19(LC 8) Max Uplift 1=-11(LC 8), 2=-14(LC 8) Max Grav 1=44(LC 1), 2=59(LC 14), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. April 26,2021 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 J40997 Truss MV4 Truss Type VALLEY Qty 3 Ply 1 Sztankovits Res Job Reference (optional) T23710545 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:48 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-ndK1uVYj9YJe4st5XnlnjCTCWkrSg4_x7XvEe_zMu25 Scale = 1:11.1 1 2 3 2x3 2x3 2x3 4-0-0 4-0-0 4-0-0 4-0-0 1-8-05.00 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 0.32 0.19 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: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 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)3=4-0-0, 2=4-0-0 Max Horz 3=-60(LC 6) Max Uplift 3=-27(LC 8), 2=-24(LC 8) Max Grav 3=148(LC 14), 2=141(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 100 lb uplift at joint(s) 3, 2. April 26,2021 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 J40997 Truss MV4A Truss Type VALLEY Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710546 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:48 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-ndK1uVYj9YJe4st5XnlnjCTFPksFg4Tx7XvEe_zMu25 Scale = 1:13.6 1 2 3 5 4 2x3 2x3 2x3 1x4 1x4 4-4-8 4-4-8 0-4-22-2-05.00 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 0.14 0.08 0.03 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: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 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 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-4-8, 4=4-4-8, 5=4-4-8 Max Horz 1=82(LC 7) Max Uplift 1=-3(LC 8), 4=-16(LC 5), 5=-60(LC 8) Max Grav 1=76(LC 1), 4=73(LC 13), 5=247(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 100 lb uplift at joint(s) 1, 4, 5. April 26,2021 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 J40997 Truss MV28 Truss Type Valley Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710547 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:46 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-rECHUqWTdx2wqYjiQMjJdnOwAwAsCAUfgDQ7Z6zMu27 Scale = 1:8.4 1 2 3 2x4 2-8-0 2-8-0 0-0-31-1-95.00 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 0.12 0.07 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: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-8-0, 2=2-8-0, 3=2-8-0 Max Horz 1=30(LC 8) Max Uplift 1=-10(LC 8), 2=-30(LC 8) Max Grav 1=89(LC 1), 2=73(LC 13), 3=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 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 100 lb uplift at joint(s) 1, 2. 1-3-0 April 26,2021 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 J40997 Truss MV31 Truss Type VALLEY Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710548 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:47 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-JRmfh9X5OFAnSiIv_3EYA_w43KWaxdkoutAh6YzMu26 Scale = 1:9.2 2 1 3 2x3 3-1-0 3-1-0 3-1-0 3-1-0 1-3-75.00 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 0.18 0.10 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: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-1-0, 2=3-1-0, 3=3-1-0 Max Horz 1=-36(LC 8) Max Uplift 1=-21(LC 8), 2=-27(LC 8) Max Grav 1=82(LC 1), 2=110(LC 14), 3=47(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 1-7-9 April 26,2021 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 J40997 Truss MV51 Truss Type Valley Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710549 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:49 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-FpuQ6rZMvsRVh0RH5UG0FP0Jh87?PXE5MBfnARzMu24 Scale = 1:14.4 1 2 3 2x4 2x4 2x4 5-1-0 5-1-0 2-1-75.00 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 0.62 0.36 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: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=5-1-0, 2=5-1-0 Max Horz 3=-64(LC 8) Max Uplift 3=-48(LC 8), 2=-21(LC 8) Max Grav 3=196(LC 14), 2=189(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 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 100 lb uplift at joint(s) 3, 2. April 26,2021 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 J40997 Truss MV71 Truss Type GABLE Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710550 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:50 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-j0SoJBZ_gAZMJA0UfCoFodYbNYXO8ziEarOLitzMu23 Scale = 1:18.8 1 2 3 5 4 2x4 2x4 2x4 1x4 1x4 7-1-0 7-1-0 7-1-0 7-1-0 2-11-75.00 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 0.17 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=7-1-0, 3=7-1-0, 4=7-1-0 Max Horz 5=-94(LC 8) Max Uplift 5=-24(LC 8), 4=-88(LC 8) Max Grav 5=99(LC 14), 3=114(LC 1), 4=363(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-285/119 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 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 100 lb uplift at joint(s) 5, 4. April 26,2021 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 J40997 Truss PB01 Truss Type Piggyback Qty 2 Ply 1 Sztankovits Res Job Reference (optional) T23710551 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:50 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-j0SoJBZ_gAZMJA0UfCoFodYZuYWh8zoEarOLitzMu23 Scale = 1:18.3 1 2 3 4 5 6 4x4 2x4 2x4 1x4 9-8-10 9-8-10 4-10-5 4-10-5 9-8-10 4-10-5 0-4-11-10-130-1-80-4-10-1-85.00 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 0.27 0.14 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=7-6-1, 4=7-6-1, 6=7-6-1 Max Horz 2=-51(LC 6) Max Uplift 2=-76(LC 8), 4=-76(LC 8), 6=-28(LC 8) Max Grav 2=218(LC 1), 4=218(LC 1), 6=332(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 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 100 lb uplift at joint(s) 2, 4, 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 26,2021 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 J40997 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710552 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:51 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-CC0AXXacRThDxKbgDvJUKq5mwxtmtQKOpV8uFJzMu22 Scale = 1:18.6 1 2 3 4 5 6 8 7 4x4 4x4 2x4 2x4 1x4 1x4 9-8-10 9-8-10 4-3-10 4-3-10 9-8-10 5-5-0 0-4-11-8-00-1-80-4-10-1-81-8-05.00 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 0.18 0.09 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 6 6 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-6-1. (lb) - Max Horz 2=45(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 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) 2, 5, 8, 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 26,2021 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 J40997 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710553 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:52 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-gOZYktbECnp4YTAsmdqjt2eypLEhctLX29tSnlzMu21 Scale = 1:18.6 1 2 3 4 5 6 7 10 9 8 5x6 5x6 2x4 2x4 3x8 9-8-10 9-8-10 9-8-10 9-8-10 0-4-10-10-00-1-80-4-10-1-80-10-05.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-8], [5:0-4-0,0-1-8] 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-P 0.11 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-6-1. (lb) - Max Horz 2=-22(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=275(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 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) 2, 6, 10, 8, 9. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 26,2021 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 J40997 Truss V4 Truss Type VALLEY Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710554 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:53 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-8a7wyDcsz5xxAdl3KKLyQFA8ZlYRLKDhHpd?JCzMu20 Scale = 1:7.5 1 2 3 2x3 2x4 2x3 4-0-0 4-0-0 1-10-8 1-10-8 2-1-8 0-3-0 4-0-0 1-10-8 0-9-65.00 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 0.05 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=-14(LC 6) Max Uplift 1=-21(LC 8), 3=-21(LC 8) Max Grav 1=114(LC 1), 3=114(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 1, 3. April 26,2021 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 J40997 Truss ZCJ1 Truss Type JACK-OPEN Qty 36 Ply 1 Sztankovits Res Job Reference (optional) T23710555 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:54 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-cnhI9ZdUkO3nonKFu2sByTjI59u84nTqVTMYsezMu2? Scale = 1:7.3 1 2 3 2x3 0-11-4 0-11-4 0-11-4 0-11-4 0-10-10-6-00-10-110-6-40-6-40-10-115.00 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-MP 0.12 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical Max Horz 2=66(LC 1), 3=-66(LC 1) Max Uplift 3=-39(LC 8) Max Grav 3=83(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). April 26,2021 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 J40997 Truss ZCJ3 Truss Type JACK-OPEN Qty 25 Ply 1 Sztankovits Res Job Reference (optional) T23710556 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:55 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-4zFhNud6ViBeQxvRSlNQVgGIhZD?pDhzk766O4zMu2_ Scale = 1:11.5 1 2 5 4 3 2x3 2x3 2x3 2-6-8 2-6-8 2-11-4 0-4-12 2-11-4 2-11-4 0-6-01-8-111-4-41-8-115.00 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-MP 0.77 0.13 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 0.03 -0.05 (loc) 4 4 3 l/defl >475 >276 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=0-8-0 Max Horz 5=43(LC 8) Max Uplift 3=-298(LC 1), 5=-202(LC 8) Max Grav 3=98(LC 8), 5=558(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-541/196 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3=298, 5=202. April 26,2021 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 J40997 Truss ZCJ3A Truss Type JACK-OPEN Qty 2 Ply 1 Sztankovits Res Job Reference (optional) T23710557 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:55 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-4zFhNud6ViBeQxvRSlNQVgGPeZCUpE8zk766O4zMu2_ Scale = 1:11.5 1 2 32x4 1x4 4x4 2-11-4 2-11-4 2-11-4 2-11-4 0-6-01-8-111-4-40-3-81-4-45.00 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-MP 0.33 0.23 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6 3-6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=Mechanical Max Horz 3=-258(LC 1), 2=258(LC 1) Max Uplift 3=-118(LC 8) Max Grav 3=251(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-133/309 BOT CHORD 1-3=-258/140 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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) 3=118. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW.TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). April 26,2021 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 J40997 Truss ZCJ3B Truss Type JACK-OPEN Qty 8 Ply 1 Sztankovits Res Job Reference (optional) T23710558 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:56 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-Y9p3aEelG0JV15Ud?Suf1uoTryZPYhz7znrfvXzMu1z Scale = 1:13.5 1 2 4 3 5 2x4 3x6 2x4 1-10-8 1-10-8 2-11-4 1-0-12 1-10-8 1-10-8 2-11-4 1-0-12 0-6-02-1-60-4-110-4-71-4-42-1-65.00 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-MP 0.81 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.09 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 *Except* 2-5: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=0-8-0 Max Horz 5=43(LC 8) Max Uplift 3=-273(LC 1), 5=-159(LC 8) Max Grav 3=50(LC 8), 5=518(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-518/159, 2-4=-525/141 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=273, 5=159. April 26,2021 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 J40997 Truss ZCJ3C Truss Type JACK-OPEN Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710559 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:57 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-0MNRnafN1JRMfF3qZAQua5LiFMwAH8DGBRbDRzzMu1y Scale = 1:8.9 1 2 5 4 3 2x4 2x4 5x6 1-10-0 1-10-0 2-3-12 0-5-12 2-11-4 0-7-8 1-10-0 1-10-0 2-11-4 1-1-4 0-6-01-8-111-2-111-4-40-6-05.00 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-MR 0.45 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 *Except* 2-4: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-4 Max Horz 2=43(LC 8) Max Uplift 3=-55(LC 13), 2=-61(LC 8) Max Grav 3=14(LC 8), 2=319(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 3, 2. April 26,2021 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 J40997 Truss ZCJ5 Truss Type JACK-OPEN Qty 11 Ply 1 Sztankovits Res Job Reference (optional) T23710560 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:57 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-0MNRnafN1JRMfF3qZAQua5LjvMszH8iGBRbDRzzMu1y Scale = 1:15.6 1 2 5 3 4 2x3 2x3 2x3 1-10-8 1-10-8 2-2-8 0-4-0 4-11-4 2-8-12 4-11-4 4-11-4 0-6-02-6-110-4-72-2-42-6-115.00 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-AS 0.41 0.36 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=74(LC 8) Max Uplift 3=-30(LC 8), 4=-9(LC 1), 5=-121(LC 8) Max Grav 3=62(LC 13), 4=20(LC 3), 5=401(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-270/103 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3, 4 except (jt=lb) 5=121. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZCJ5A Truss Type JACK-OPEN Qty 4 Ply 1 Sztankovits Res Job Reference (optional) T23710561 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:58 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-UYxp?wg?odZDHPd07tx77JuvCmCt0byQQ5Km_PzMu1x Scale = 1:15.6 1 2 8 7 6 5 3 4 2x3 2x3 2x3 4x4 2x3 1-10-8 1-10-8 2-2-8 0-4-0 3-7-8 1-5-0 4-5-8 0-10-0 4-11-4 0-5-12 3-7-8 3-7-8 4-11-4 1-3-12 0-6-02-6-111-6-112-2-41-0-05.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-12] 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-AS 0.37 0.38 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.03 (loc) 6 6 3 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.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 8=0-8-0 Max Horz 8=74(LC 8) Max Uplift 3=-30(LC 8), 8=-110(LC 8) Max Grav 3=65(LC 13), 4=53(LC 3), 8=427(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-263/82 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3 except (jt=lb) 8=110. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZCJ5B Truss Type JACK-OPEN Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710562 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:59 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-zkVBCGgdZxh4uYCChbSMfWQ4tAYAl2FZfl4JWrzMu1w Scale = 1:15.6 1 2 3 4 7 6 5 2x3 2x3 2x3 2x3 2x3 1-10-8 1-10-8 2-2-8 0-4-0 4-6-8 2-4-0 4-11-4 0-4-12 4-11-4 4-11-4 0-6-02-6-115.00 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-AS 0.38 0.37 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 6-7 6-7 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.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=0-8-0, 6=0-8-0 Max Horz 7=81(LC 8) Max Uplift 7=-105(LC 8), 6=-60(LC 5) Max Grav 7=387(LC 1), 6=91(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 7=105. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZCJ5C Truss Type JACK-OPEN Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710563 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:59 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-zkVBCGgdZxh4uYCChbSMfWQ4KAavl2iZfl4JWrzMu1w Scale = 1:15.6 1 2 3 10 9 8 7 6 4 5 2x4 2x4 5x6 2x4 2x4 2x4 1-8-0 1-8-0 1-10-0 0-2-0 1-10-8 0-0-8 2-4-4 0-5-12 3-4-4 1-0-0 4-11-4 1-7-0 1-8-0 1-8-0 2-4-4 0-8-4 4-11-4 2-7-0 0-6-02-6-112-2-42-6-110-6-05.00 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-AS 0.35 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 7 7 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.3 BOT CHORD 2x4 SP No.3 *Except* 2-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-5-4, 5=Mechanical Max Horz 2=74(LC 8) Max Uplift 4=-24(LC 8), 2=-42(LC 8), 5=-3(LC 8) Max Grav 4=92(LC 13), 2=340(LC 13), 5=47(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) Solid blocking is required on both sides of the truss at joint(s), 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZCJ7 Truss Type JACK-OPEN Qty 3 Ply 1 Sztankovits Res Job Reference (optional) T23710564 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:01 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-v7cydyit5Yxo8sMbo0UrkxWNCzDcDyUs62ZQakzMu1u Scale = 1:20.5 1 2 8 7 6 5 3 4 2x3 2x3 2x3 4x4 2x3 1-10-8 1-10-8 2-2-8 0-4-0 3-7-8 1-5-0 4-5-8 0-10-0 6-11-4 2-5-12 3-7-8 3-7-8 6-11-4 3-3-12 0-6-03-4-110-4-73-0-42-4-111-0-05.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-12] 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-AS 0.52 0.44 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.03 (loc) 6 6 3 l/defl >999 >684 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 8=0-8-0 Max Horz 8=104(LC 8) Max Uplift 3=-62(LC 8), 8=-104(LC 8) Max Grav 3=146(LC 13), 4=89(LC 3), 8=490(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-391/146 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3 except (jt=lb) 8=104. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZCJ7A Truss Type JACK-OPEN Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710565 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:01 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-v7cydyit5Yxo8sMbo0UrkxWN5zAkDyCs62ZQakzMu1u Scale = 1:19.8 1 2 8 7 6 5 3 4 2x3 2x4 2x3 3x3 2x3 2-0-0 2-0-0 2-7-0 0-7-0 5-0-12 2-5-12 2-0-0 2-0-0 5-0-12 3-0-12 1-1-83-2-132-2-132-10-61-0-05.00 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-AS 0.52 0.62 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.09 0.04 (loc) 6 6 4 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)8=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 8=99(LC 8) Max Uplift 3=-58(LC 8), 4=-8(LC 8) Max Grav 8=239(LC 1), 3=152(LC 13), 4=107(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3, 4. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZCJ7B Truss Type JACK-OPEN Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710566 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:02 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-NJAKrIjVss3fl0xnMj?4H92YkNajyPn?LiIz7AzMu1t Scale = 1:20.5 1 2 5 3 4 2x3 2x3 2x3 1-10-8 1-10-8 2-1-2 0-2-10 6-11-4 4-10-2 6-11-4 6-11-4 0-6-03-4-113-0-43-4-115.00 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-AS 0.53 0.32 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-4 Max Horz 5=104(LC 8) Max Uplift 3=-65(LC 8), 5=-112(LC 8) Max Grav 3=150(LC 13), 4=77(LC 3), 5=445(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-354/147 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3 except (jt=lb) 5=112. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZCJ7C Truss Type JACK-OPEN Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710567 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:03 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-rWki2ej8c9CWNAW_wRWJqMbiInsnhsi9aM2XfdzMu1s Scale = 1:20.1 1 2 3 10 9 8 7 6 4 5 2x3 2x3 3x6 2x4 3x3 3x4 1-8-0 1-8-0 1-10-0 0-2-0 1-10-8 0-0-8 2-4-4 0-5-12 3-4-4 1-0-0 6-11-4 3-7-0 1-8-0 1-8-0 2-4-4 0-8-4 6-11-4 4-7-0 0-6-03-4-113-0-43-4-110-6-05.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [6:0-0-0,0-1-8] 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-AS 0.61 0.52 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 -0.03 (loc) 5-6 5-6 5 l/defl >999 >704 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 *Except* 2-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-5-4, 5=Mechanical Max Horz 2=104(LC 8) Max Uplift 4=-54(LC 8), 2=-47(LC 8) Max Grav 4=161(LC 13), 2=421(LC 13), 5=93(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Solid blocking is required on both sides of the truss at joint(s), 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZEJ5 Truss Type JACK-OPEN Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710568 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:07 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-kHzDu?negOixsnpl9GbF_ClRMOHJdgAkV_0koOzMu1o Scale = 1:15.7 1 2 5 3 4 2x3 2x3 2x3 1-10-8 1-10-8 2-2-8 0-4-0 5-0-0 2-9-8 5-0-0 5-0-0 0-6-02-7-02-2-92-7-05.00 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-AS 0.41 0.36 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=75(LC 8) Max Uplift 3=-31(LC 8), 4=-7(LC 1), 5=-120(LC 8) Max Grav 3=65(LC 13), 4=22(LC 3), 5=402(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-272/104 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3, 4 except (jt=lb) 5=120. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZEJ7 Truss Type JACK-OPEN Qty 3 Ply 1 Sztankovits Res Job Reference (optional) T23710569 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:08 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-CTXb5LnGRhqoTxOxi_6UXQIbdoc5M6GujelIKqzMu1n Scale = 1:20.4 1 2 5 3 4 2x3 2x3 2x3 1-10-8 1-10-8 6-10-8 5-0-0 2-0-2 2-0-2 3-5-5 1-5-2 6-10-8 3-5-3 0-6-03-4-62-11-153-4-65.00 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-AS 0.50 0.32 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.03 (loc) 4-5 4-5 3 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.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-3-5 Max Horz 5=103(LC 8) Max Uplift 3=-66(LC 8), 5=-108(LC 8) Max Grav 3=152(LC 13), 4=78(LC 3), 5=435(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-351/147 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3 except (jt=lb) 5=108. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZEJ9 Truss Type JACK-OPEN Qty 4 Ply 1 Sztankovits Res Job Reference (optional) T23710570 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:08 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-CTXb5LnGRhqoTxOxi_6UXQIZ1oVFM6yujelIKqzMu1n Scale = 1:24.6 1 2 8 7 6 5 3 4 2x4 2x4 2x4 4x4 2x4 1-10-8 1-10-8 2-2-8 0-4-0 3-7-8 1-5-0 4-5-8 0-10-0 8-10-8 4-5-0 4-5-8 4-5-8 8-10-8 4-5-0 0-6-04-2-63-2-61-0-05.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-12] 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-AS 0.61 0.82 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.22 0.09 (loc) 6 6 3 l/defl >798 >362 n/a L/d 240 180 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 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 8=0-8-0 Max Horz 8=133(LC 8) Max Uplift 3=-90(LC 8), 8=-107(LC 8) Max Grav 3=219(LC 13), 4=124(LC 3), 8=566(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-542/234 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 8=107. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZEJ9A Truss Type JACK-OPEN Qty 2 Ply 1 Sztankovits Res Job Reference (optional) T23710571 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:09 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-gf5zJhouC?yf55z7Ghdj3drlVCsF5Wo1yIVrsGzMu1m Scale = 1:24.9 1 2 3 4 12 11 10 9 8 7 5 62x3 2x3 3x6 2x3 2x3 3x4 3x4 3x8 1-8-0 1-8-0 1-10-0 0-2-0 1-10-8 0-0-8 2-4-4 0-5-12 3-4-4 1-0-0 8-10-8 5-6-4 1-8-0 1-8-0 2-4-4 0-8-4 8-10-8 6-6-4 0-6-04-2-63-9-154-2-60-6-05.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [10:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.56 0.71 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.25 -0.05 (loc) 7 7 6 l/defl >770 >354 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-12,3-8: 2x4 SP No.3, 2-10: 2x6 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-10 REACTIONS. (size)5=Mechanical, 2=0-5-4, 6=Mechanical Max Horz 2=133(LC 8) Max Uplift 5=-65(LC 8), 2=-55(LC 8), 6=-12(LC 8) Max Grav 5=201(LC 13), 2=504(LC 13), 6=134(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-545/11, 3-4=-536/41 BOT CHORD 2-10=-101/490 WEBS 4-10=-120/591 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Solid blocking is required on both sides of the truss at joint(s), 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZEJ9B Truss Type JACK-OPEN Qty 3 Ply 1 Sztankovits Res Job Reference (optional) T23710572 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:10 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-8sfMW1pXzJ4WjFYKqP9ycrNqvcCIqzlBByEPPjzMu1l Scale = 1:22.8 1 2 3 9 8 7 6 4 5 2x4 2x3 2x3 3x4 3x4 3x8 0-5-12 0-5-12 1-5-12 1-0-0 7-0-0 5-6-4 0-5-12 0-5-12 7-0-0 6-6-4 0-7-84-0-83-2-14-0-85.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [9:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.90 0.72 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.24 -0.03 (loc) 6 5-6 5 l/defl >716 >344 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 *Except* 1-9: 2x6 SP No.3, 5-8: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 7-9 REACTIONS. (size)1=0-5-4, 4=Mechanical, 5=Mechanical Max Horz 1=105(LC 8) Max Uplift 1=-23(LC 8), 4=-66(LC 8), 5=-15(LC 8) Max Grav 1=332(LC 1), 4=197(LC 13), 5=134(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-599/54, 2-3=-597/81 BOT CHORD 1-9=-144/578, 2-9=-284/94 WEBS 3-9=-162/652 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 1, 4, 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZEJ37 Truss Type JACK-OPEN Qty 3 Ply 1 Sztankovits Res Job Reference (optional) T23710573 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:04 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-JiI4FzkmNTKN?K5AT82YMa8xdBE6QJUIo0n4B3zMu1r Scale = 1:12.8 1 2 5 3 4 2x3 2x3 2x3 1-10-8 1-10-8 2-2-8 0-4-0 3-7-3 1-4-11 3-7-3 3-7-3 0-6-02-0-01-7-92-0-05.00 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-MP 0.38 0.39 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=53(LC 8) Max Uplift 3=-41(LC 3), 4=-68(LC 1), 5=-145(LC 8) Max Grav 3=8(LC 4), 4=26(LC 8), 5=424(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-251/92 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3, 4 except (jt=lb) 5=145. April 26,2021 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 J40997 Truss ZEJ41 Truss Type JACK-OPEN Qty 12 Ply 1 Sztankovits Res Job Reference (optional) T23710574 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:05 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-nusTTJlO8mSEcTgM1rZnvng8Vbdo9mBS1gXejVzMu1q Scale = 1:22.7 1 2 3 10 7 6 9 8 4 5 2x4 3x6 2x4 2x4 2x4 2x4 2x4 1-10-8 1-10-8 2-7-0 0-8-8 3-0-0 0-5-0 4-1-0 1-1-0 1-10-8 1-10-8 2-7-0 0-8-8 4-1-0 1-6-0 0-6-03-11-20-4-111-10-03-11-25.00 12 Plate Offsets (X,Y)-- [9:0-2-8,0-1-0], [10:0-3-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.24 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.01 (loc) 7 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 *Except* 2-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 9=0-8-0, 5=Mechanical Max Horz 9=61(LC 8) Max Uplift 4=-26(LC 5), 9=-111(LC 8), 5=-10(LC 1) Max Grav 4=27(LC 6), 9=399(LC 1), 5=8(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 9-10=-291/108 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 9=111. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZEJ45 Truss Type JACK-OPEN Qty 2 Ply 1 Sztankovits Res Job Reference (optional) T23710575 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:05 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-nusTTJlO8mSEcTgM1rZnvng_3bcA9mRS1gXejVzMu1q Scale = 1:14.5 1 2 5 4 3 2x3 2x3 2x3 2-5-0 2-5-0 2-5-12 0-0-12 4-5-0 4-5-0 0-6-02-4-11-11-112-4-15.00 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-AS 0.84 0.27 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 0.11 -0.09 (loc) 4 4 3 l/defl >320 >207 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 5=0-1-8 Max Horz 5=66(LC 8) Max Uplift 3=-62(LC 1), 5=-151(LC 8) Max Grav 3=24(LC 4), 5=455(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-393/158 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=151. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZEJ46 Truss Type JACK-OPEN Qty 4 Ply 1 Sztankovits Res Job Reference (optional) T23710576 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:06 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-F5Qrgfm0v4a4EdFYbZ40R?DDW_whuDRbGKGBGxzMu1p Scale = 1:19.9 1 2 6 5 3 4 2x3 3x6 3x8 3x3 2-10-3 2-10-3 2-10-8 0-0-5 4-6-8 1-8-0 2-10-8 2-10-8 4-6-8 1-8-0 0-6-03-4-112-0-53-4-115.00 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-AS 0.61 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 6=0-3-5, 4=Mechanical Max Horz 6=68(LC 8) Max Uplift 3=-154(LC 1), 6=-220(LC 8), 4=-62(LC 1) Max Grav 3=40(LC 8), 6=619(LC 1), 4=28(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-463/161 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=154, 6=220. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 26,2021 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 J40997 Truss ZHJ4 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710577 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:12 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-4En6xjqnVwKEyYiixqBQhGTJXPt3Iu0TeGjVTbzMu1j Scale = 1:13.8 1 2 6 5 3 10 11 4 3x4 2x4 3x4 3x8 NAILED Special NAILED Special 2-7-7 2-7-7 3-1-2 0-5-11 5-5-0 2-3-14 3-1-2 3-1-2 5-5-0 2-3-14 0-6-02-1-21-9-12-1-23.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.83 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 0.03 -0.01 (loc) 5-6 5-6 3 l/defl >999 >802 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 WEBS 2x8 SP No.3 *Except* 2-5: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-7 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 6=0-11-5 Max Horz 6=57(LC 8) Max Uplift 3=-20(LC 8), 4=-470(LC 17), 6=-435(LC 8) Max Grav 3=39(LC 28), 4=96(LC 24), 6=684(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-126/496 BOT CHORD 1-6=-429/132, 5-6=-429/75 WEBS 2-6=-668/155, 2-5=-85/489 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 4=470, 6=435. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 323 lb up at 4-2-15, and 92 lb down and 323 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-7=-20 Concentrated Loads (lb) Vert: 10=-110(F=-55, B=-55) 11=380(F=190, B=190) April 26,2021 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 J40997 Truss ZHJ5 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710578 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:15 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-VpSFZktforipp0RHdyk7Ju5m9drSVFmwKEy94wzMu1g Scale: 3/4"=1' 1 2 6 5 3 10 11 4 3x4 3x4 3x6 2x4 NAILED Special NAILED Special 2-7-7 2-7-7 3-1-2 0-5-10 7-0-2 3-11-0 3-6-10 3-6-10 7-0-2 3-5-8 0-6-02-6-130-4-12-2-112-6-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.55 0.98 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 0.10 -0.01 (loc) 5-6 5-6 3 l/defl >869 >487 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-6: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-10-13 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 6=0-11-5 Max Horz 6=74(LC 8) Max Uplift 3=-44(LC 8), 4=-239(LC 17), 6=-480(LC 8) Max Grav 3=98(LC 28), 4=55(LC 24), 6=662(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-94/544 BOT CHORD 1-6=-467/98, 5-6=-467/24 WEBS 2-5=-25/489, 2-6=-663/144 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 4=239, 6=480. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at 4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-7=-20 Concentrated Loads (lb) Vert: 10=-110(F=-55, B=-55) 11=386(F=193, B=193) April 26,2021 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 J40997 Truss ZHJ7 Truss Type DIAGONAL HIP GIRDER Qty 4 Ply 1 Sztankovits Res Job Reference (optional) T23710579 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:16 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-z00dn4uHZ9qgRA0TAfFMr6dz?0BzEhu3ZuhjcMzMu1f Scale = 1:20.1 1 2 3 7 6 11 4 12 13 14 5 3x4 2x4 3x4 3x8 1x4 NAILED NAILED Special NAILED NAILED NAILED Special NAILED 2-7-7 2-7-7 3-1-2 0-5-10 6-2-12 3-1-11 9-7-15 3-5-3 3-1-2 3-1-2 6-2-12 3-1-11 9-7-15 3-5-3 0-6-03-4-30-4-13-0-13-4-33.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.96 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.19 0.07 (loc) 6 6 4 l/defl >419 >415 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x8 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=103(LC 8) Max Uplift 4=-83(LC 8), 5=-21(LC 8), 7=-517(LC 8) Max Grav 4=157(LC 28), 5=97(LC 22), 7=741(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-132/548 BOT CHORD 1-7=-481/138, 6-7=-481/36 WEBS 2-7=-595/117, 2-6=-38/510, 3-6=-313/37 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 7=517. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at 4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 12=-110(F=-55, B=-55) 13=386(F=193, B=193) April 26,2021 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 J40997 Truss ZHJ7A Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710580 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:18 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-vO8NBmvY4m4NgT9sI4IqwXjKHqvJidZM0CAqhFzMu1d Scale = 1:20.1 1 2 3 8 7 6 12 4 13 14 15 5 3x4 2x4 3x6 3x6 3x4 3x6 NAILED Special NAILED NAILED Special NAILED 2-7-7 2-7-7 3-1-2 0-5-10 5-10-11 2-9-9 9-7-15 3-9-4 3-1-2 3-1-2 5-10-11 2-9-9 9-7-15 3-9-4 0-6-03-4-33.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.36 0.84 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.04 -0.00 (loc) 7-8 7-8 4 l/defl >999 >799 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 *Except* 2-7,3-6: 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 5-6-9 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 8=0-11-5, 7=0-11-5. (lb) - Max Horz 8=103(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 8=-406(LC 8), 7=-241(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 8=540(LC 31), 7=409(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-115/530 BOT CHORD 1-8=-463/123, 7-8=-463/20 WEBS 2-8=-477/109, 2-7=-43/310, 3-7=-386/85 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 8=406, 7=241. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at 4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-9=-20 Concentrated Loads (lb) Vert: 13=-110(F=-55, B=-55) 14=386(F=193, B=193) 15=-38 April 26,2021 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 J40997 Truss ZHJ7B Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710581 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:20 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-rnG8cSxocNL5vnJFPVKI0yog8edEAXzfUWfwl8zMu1b Scale = 1:20.1 1 2 3 8 7 6 12 4 13 14 15 5 2x4 2x4 3x6 3x6 3x4 3x6 NAILED NAILED Special NAILED NAILED Special 2-7-7 2-7-7 3-1-2 0-5-10 5-5-0 2-3-15 9-7-15 4-2-15 3-1-2 3-1-2 5-5-0 2-3-15 9-7-15 4-2-15 0-6-03-4-30-4-13-0-13-4-33.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.75 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.03 -0.00 (loc) 7-8 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 *Except* 2-7,3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 5-6. REACTIONS.All bearings Mechanical except (jt=length) 8=0-11-5, 7=0-11-5. (lb) - Max Horz 8=103(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 8=-405(LC 8), 7=-174(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 8=548(LC 31), 7=331(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-126/513 BOT CHORD 1-8=-449/133, 7-8=-449/30 WEBS 2-8=-465/123, 2-7=-76/326, 3-7=-374/79 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 8=405, 7=174. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at 4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-9=-20 Concentrated Loads (lb) Vert: 13=-110(F=-55, B=-55) 14=386(F=193, B=193) April 26,2021 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 J40997 Truss ZHJ9 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 Sztankovits Res Job Reference (optional) T23710582 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:22 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-nANu17y28?bp95TdXwMm5NtvWRGceLKyxq81q0zMu1Z Scale = 1:27.2 1 2 3 4 11 10 9 8 7 15 16 5 17 18 19 20 6 3x4 3x4 5x6 4x8 4x8 4x12 4x4 1x4 NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED 2-7-7 2-7-7 3-1-2 0-5-10 6-0-0 2-10-14 6-2-15 0-2-15 10-2-10 3-11-11 12-5-14 2-3-4 3-1-2 3-1-2 6-2-15 3-1-13 10-2-10 3-11-11 12-5-14 2-3-4 0-6-04-2-30-4-13-10-13-2-31-0-03.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.88 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.40 0.07 (loc) 7-8 7-8 6 l/defl >554 >279 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-10: 2x4 SP No.3, 6-8: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 2-11: 2x8 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 8-10 REACTIONS. (size)5=Mechanical, 6=Mechanical, 11=0-11-5 Max Horz 11=133(LC 8) Max Uplift 5=-77(LC 8), 6=-74(LC 8), 11=-553(LC 8) Max Grav 5=234(LC 28), 6=241(LC 28), 11=886(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-106/504, 2-3=-836/352 BOT CHORD 1-11=-439/113, 8-10=-269/86, 7-8=-552/1165 WEBS 2-11=-566/220, 8-11=-386/107, 2-8=-410/1056, 3-7=-1191/564 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 5, 6 except (jt=lb) 11=553. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at 4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 10-12=-20, 9-10=-20, 6-8=-20 Concentrated Loads (lb) Vert: 16=-65(F=-33, B=-33) 17=-110(F=-55, B=-55) 18=386(F=193, B=193) 19=22(F=11, B=11) 20=-29(F=-14, B=-14) April 26,2021 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 J40997 Truss ZHJ9A Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710583 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:24 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-kYVeSp_JgcrXOOd0eLPEAozIpF_i6HOFP7d8uvzMu1X Scale = 1:25.1 1 2 3 8 7 6 12 13 4 14 15 16 17 53x4 3x6 4x4 3x4 3x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED 2-7-10 2-7-10 2-9-13 0-2-2 7-6-1 4-8-5 12-5-14 4-11-13 2-9-13 2-9-13 7-6-1 4-8-5 12-5-14 4-11-13 0-6-04-2-30-4-13-10-14-2-33.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.71 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 -0.01 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-8: 2x6 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. (size)4=Mechanical, 5=Mechanical, 8=0-4-5 Max Horz 8=133(LC 8) Max Uplift 4=-73(LC 8), 5=-78(LC 8), 8=-433(LC 8) Max Grav 4=176(LC 1), 5=344(LC 28), 8=825(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-57/480, 2-3=-622/155 BOT CHORD 1-8=-411/66, 7-8=-411/0, 6-7=-222/574 WEBS 2-8=-763/169, 2-7=-159/860, 3-6=-645/249 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 8=433. 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, 5-9=-20 Concentrated Loads (lb) Vert: 12=-6(F) 13=-92(F=-56, B=-36) 14=-110(F=-55, B=-55) 15=250(F=57, B=193) 16=-13(F) 17=-55(F=-45, B=-10) April 26,2021 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 J40997 Truss ZHJ37 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 Sztankovits Res Job Reference (optional) T23710584 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:11 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-c2DkjNq9kcCNKO7WO6gB82w0W?X6ZT_KPc_yx9zMu1k Scale = 1:13.3 1 2 5 3 9 10 4 2x4 2x4 2x4 NAILED Special NAILED Special 2-7-7 2-7-7 5-0-5 2-4-14 3-1-2 3-1-2 5-0-5 1-11-3 0-6-01-11-121-7-111-11-123.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.85 0.81 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.03 -0.12 (loc) 4-5 4-5 3 l/defl >999 >812 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x8 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=53(LC 8) Max Uplift 3=-112(LC 1), 4=-478(LC 17), 5=-414(LC 8) Max Grav 3=16(LC 8), 4=115(LC 24), 5=712(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-466/134 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 3=112, 4=478, 5=414. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 319 lb up at 4-2-15, and 93 lb down and 319 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 9=-110(F=-55, B=-55) 10=373(F=186, B=186) April 26,2021 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 J40997 Truss ZHJ41 Truss Type DIAGONAL HIP GIRDER Qty 4 Ply 1 Sztankovits Res Job Reference (optional) T23710585 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:13 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-YRLU82rPGES5aiHvVXifDT?MwpLj1K2dtwT3?2zMu1i Scale = 1:23.7 1 2 3 10 7 6 9 8 4 14 5 2x4 3x8 2x4 2x4 3x6 3x4 3x6 NAILED Special NAILED 2-7-13 2-7-13 3-7-13 1-0-0 5-8-9 2-0-12 1-6-4 1-6-4 2-7-13 1-1-9 3-1-13 0-6-0 3-7-13 0-6-0 4-6-7 0-10-10 5-8-9 1-2-2 0-6-03-10-140-4-111-10-23-10-143.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.79 0.29 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.08 -0.06 (loc) 7 7 4 l/defl >999 >402 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3, 2-9: 2x6 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 9=0-10-14 Max Horz 9=60(LC 8) Max Uplift 4=-208(LC 17), 9=-310(LC 8) Max Grav 4=10(LC 22), 5=20(LC 3), 9=631(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-182/529 BOT CHORD 1-10=-466/179, 6-8=-272/54, 3-8=-581/36, 9-10=-617/315, 2-10=-531/276, 8-9=-342/71 WEBS 2-8=-103/527 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=208, 9=310. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (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) 41 lb down and 302 lb up at 4-3-13 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, 10-11=-20, 6-7=-20, 5-6=-20, 8-9=-20 Concentrated Loads (lb) Vert: 6=183(F) 14=-110(F=-55, B=-55) April 26,2021 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 J40997 Truss ZHJ46 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710586 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:14 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-0dvsMOs11XayBss53EDumhYdjDgemnBm6aCcYUzMu1h Scale = 1:20.3 1 2 3 10 8 7 9 6 5 41415 2x4 4x6 2x4 2x4 3x6 2x4 3x4 2x4 NAILED SpecialNAILED Special 3-7-15 3-7-15 3-9-13 0-1-14 4-7-2 0-9-5 4-9-0 0-1-14 6-4-5 1-7-5 3-9-13 3-9-13 4-7-2 0-9-5 5-4-0 0-8-13 6-4-5 1-0-5 0-6-03-4-82-0-63-4-83.54 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-8] 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-MP 0.40 0.38 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.01 (loc) 9 9 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-10: 2x6 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. (size)5=Mechanical, 3=Mechanical, 10=0-3-11 Max Horz 10=65(LC 21) Max Uplift 5=-152(LC 1), 3=-63(LC 1), 10=-531(LC 8) Max Grav 5=58(LC 8), 3=18(LC 8), 10=1329(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-201/538 BOT CHORD 1-10=-469/205, 8-10=-469/140, 7-8=-469/140 WEBS 2-10=-724/247, 2-7=-162/544 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 5=152, 10=531. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (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) 223 lb down and 147 lb up at 4-2-15, and 223 lb down and 147 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 8-11=-20, 6-9=-20, 4-6=-20 Continued on page 2 April 26,2021 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 J40997 Truss ZHJ46 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Sztankovits Res Job Reference (optional) T23710586 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:14 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:?b8eR090C1HXoRKqzpo36wy3oO7-0dvsMOs11XayBss53EDumhYdjDgemnBm6aCcYUzMu1h LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-110(F=-55, B=-55) 15=-446(F=-223, B=-223) 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