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HomeMy WebLinkAboutAPPROVED, TRUSSCUTS6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2516936-GROZA-BRIGGS - Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 74 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: GROZA BLDRS Project Name: BRIGGS Model: . Subdivision: . Address: SILVER OAK DRIVE, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: January 28,2021 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T22636273 A1 Date 1/28/212T22636274A21/28/213T22636275A31/28/214T22636276A41/28/215T22636277A51/28/216T22636278A61/28/217T22636279A71/28/218T22636280A81/28/219T22636281A91/28/2110T22636282A101/28/2111T22636283A111/28/2112T22636284B11/28/2113T22636285B21/28/2114T22636286B31/28/2115T22636287B41/28/2116T22636288B51/28/2117T22636289B61/28/2118T22636290B71/28/2119T22636291B81/28/2120T22636292B91/28/2121T22636293B101/28/2122T22636294C21/28/21 No.Seal#Truss Name 23 T22636295 C3 Date 1/28/2124T22636296C41/28/2125T22636297C51/28/2126T22636298C61/28/2127T22636299C71/28/2128T22636300C81/28/2129T22636301C91/28/2130T22636302C101/28/2131T22636303CJ11/28/2132T22636304CJ21/28/2133T22636305CJ31/28/2134T22636306CJ51/28/2135T22636307D11/28/2136T22636308D21/28/2137T22636309D31/28/2138T22636310D51/28/2139T22636311D61/28/2140T22636312EJ31/28/2141T22636313EJ41/28/2142T22636314EJ51/28/2143T22636315EJ71/28/2144T22636316EJ311/28/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2516936-GROZA-BRIGGS - 2 of 2 Site Information: Lot/Block: . Customer Info: GROZA BLDRS Project Name: BRIGGS Model: . Subdivision: . Address: SILVER OAK DRIVE, . State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T22636317 EJ41 Date 1/28/2146T22636318EJ421/28/2147T22636319EJ431/28/2148T22636320EJ511/28/2149T22636321EJ521/28/2150T22636322EJ531/28/2151T22636323EJ611/28/2152T22636324EJ621/28/2153T22636325EJ631/28/2154T22636326G11/28/2155T22636327HJ31/28/2156T22636328HJ51/28/2157T22636329HJ71/28/2158T22636330HJ211/28/2159T22636331HJ311/28/2160T22636332HJ421/28/2161T22636333HJ531/28/2162T22636334K11/28/2163T22636335K21/28/2164T22636336L11/28/2165T22636337L21/28/2166T22636338L31/28/2167T22636339L41/28/2168T22636340L51/28/2169T22636341M11/28/2170T22636342M21/28/2171T22636343M31/28/2172T22636344V11/28/2173T22636345V21/28/2174T22636346V31/28/21 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 2516936-GROZA-BRIGGS Truss A1 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T22636273 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:17:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NY8060W?yHeg1eDWaE4ZUKAMidXeXq5kRUbhAszqtti Scale = 1:74.6 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 5x12 ST1.5x8 STP 5x6 4x6 5x8 5x6 6x12 MT20HS 6x12 MT20HS 5x8 4x6 3x8 6x12 MT20HS 3x4 2x4 2x4 6-4-0 6-4-0 12-8-0 6-4-0 23-4-8 10-8-8 28-10-8 5-6-0 35-2-10 6-4-2 41-10-0 6-7-6 6-4-0 6-4-0 12-8-0 6-4-0 18-0-4 5-4-4 23-4-8 5-4-4 29-2-0 5-9-8 35-2-10 6-0-10 41-10-0 6-7-6 42-10-0 1-0-0 0-4-85-7-130-4-81-1-125-7-135.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-1-9,Edge], [3:0-3-0,0-2-4], [5:0-3-0,Edge], [7:0-5-12,0-2-8], [8:0-3-0,0-3-4], [12:0-2-4,0-3-0], [14:0-5-12,0-3-0], [15:0-6-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.76 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -1.18 0.44 0.63 (loc) 13-14 13-14 9 13-14 l/defl >999 >420 n/a >790 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 209 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP M 31, 5-7: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 *Except* 1-15: 2x6 SP M 26, 12-13: 2x4 SP No.2, 9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-5 oc bracing. WEBS 1 Row at midpt 2-14 REACTIONS. (size)1=Mechanical, 9=0-8-0 Max Horz 1=-262(LC 10) Max Uplift 1=-871(LC 12), 9=-987(LC 12) Max Grav 1=1863(LC 1), 9=1960(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7225/4072, 2-3=-4342/2446, 3-4=-3979/2351, 4-6=-4564/2716, 6-7=-4565/2716, 7-8=-3360/1991, 8-9=-4026/2285 BOT CHORD 1-15=-3683/6745, 14-15=-3537/6463, 13-14=-2348/4495, 12-13=-1539/3080, 11-12=-1973/3590, 9-11=-1971/3595 WEBS 2-15=-707/1476, 2-14=-2704/1668, 3-14=-609/1237, 4-14=-803/516, 6-13=-411/390, 7-13=-1030/1910, 7-12=-292/170, 8-12=-753/506, 8-11=0/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 12-8-0, Exterior(2R) 12-8-0 to 21-1-13, Interior(1) 21-1-13 to 29-2-0, Exterior(2R) 29-2-0 to 37-7-13, Interior(1) 37-7-13 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=871, 9=987. January 28,2021 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 2516936-GROZA-BRIGGS Truss A2 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T22636274 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:17:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-GJOXyNZV0V86VFXHp38VeAL03Eq1TgoKM6ZuJdzqtte Scale = 1:78.8 1 2 3 4 5 6 7 8131211 10 9 14 15 16 17 18 19 6x12 MT20HS ST1.5x8 STP ST1.5x8 STP 5x8 5x8 5x8 5x12 6x12 MT20HS 5x8 6x8 4x6 3x6 2x4 2x4 8-4-0 8-4-0 14-8-0 6-4-0 21-4-8 6-8-8 28-10-8 7-6-0 35-0-14 6-2-6 41-10-0 6-9-2 8-4-0 8-4-0 14-8-0 6-4-0 21-4-8 6-8-8 27-2-0 5-9-8 35-0-14 7-10-14 41-10-0 6-9-2 42-10-0 1-0-0 0-4-86-5-130-4-81-6-126-5-135.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-4-5,Edge], [3:0-5-12,0-2-8], [5:0-4-0,0-1-13], [6:0-4-0,0-3-0], [10:0-4-0,0-2-11], [11:0-5-4,0-3-0], [13:0-6-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.99 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.94 0.44 0.60 (loc) 12-13 12-13 7 12-13 l/defl >999 >528 n/a >830 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 208 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 2-3,3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 1-13: 2x6 SP M 26, 11-13: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-12 REACTIONS. (size)1=0-8-0, 7=0-8-0 Max Horz 1=-299(LC 10) Max Uplift 1=-865(LC 12), 7=-981(LC 12) Max Grav 1=1851(LC 1), 7=1947(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6957/3884, 2-3=-4163/2401, 3-4=-4170/2553, 4-5=-4170/2554, 5-6=-3292/1969, 6-7=-4016/2310 BOT CHORD 1-13=-3478/6512, 12-13=-3317/6187, 11-12=-1845/3787, 10-11=-1534/3049, 9-10=-2007/3590, 7-9=-2005/3595 WEBS 2-13=-672/1509, 2-12=-2630/1565, 3-12=-415/948, 3-11=-326/653, 4-11=-483/431, 5-11=-802/1552, 6-10=-871/600, 6-9=0/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 14-8-0, Exterior(2R) 14-8-0 to 23-1-13, Interior(1) 23-1-13 to 27-2-0, Exterior(2R) 27-2-0 to 35-7-13, Interior(1) 35-7-13 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=865, 7=981. January 28,2021 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 2516936-GROZA-BRIGGS Truss A3 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T22636275 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:17:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kVxv9ja7npGz7P6TNnfkBOuECeB9CA4TamJSr4zqttd Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 19 18 17 16 15 20 21 22 23 5x6 WB ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS 5x6 4x6 6x12 MT20HS 6x12 MT20HS 3x6 8x14 MT20HS 6x8 5x8 4x6 4x6 2x4 2x4 2x4 2x4 3x4 2x4 5-3-14 5-3-14 10-4-0 5-0-2 19-4-8 9-0-8 28-10-8 9-6-0 34-7-2 5-8-10 41-10-0 7-2-14 -1-0-0 1-0-0 5-3-14 5-3-14 10-4-0 5-0-2 16-8-0 6-4-0 19-4-8 2-8-8 25-2-0 5-9-8 28-10-8 3-8-8 34-7-2 5-8-10 41-10-0 7-2-14 42-10-0 1-0-0 0-4-87-3-130-4-81-11-127-3-135.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-9,Edge], [2:0-3-13,0-3-0], [5:0-3-0,Edge], [7:0-9-0,0-2-8], [9:0-3-0,0-2-4], [11:0-3-0,Edge], [16:0-5-4,0-2-12], [17:0-5-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.93 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -1.17 0.48 0.65 (loc) 16-17 16-17 13 17-18 l/defl >999 >423 n/a >756 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 220 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 7-9,11-14: 2x4 SP No.1, 9-11: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 2-18: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 7-18: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 2-7-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-18 REACTIONS. (size)2=0-8-0, 13=0-8-0 Max Horz 2=-343(LC 10) Max Uplift 2=-980(LC 12), 13=-980(LC 12) Max Grav 2=1946(LC 1), 13=1946(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-6378/3544, 4-6=-6432/3664, 6-7=-6537/3926, 7-8=-3790/2339, 8-9=-3790/2339, 9-10=-3304/2178, 10-12=-3335/2022, 12-13=-3958/2250 BOT CHORD 2-19=-3151/6045, 18-19=-3163/6070, 17-18=-1767/3611, 16-17=-1479/2984, 15-16=-1933/3530, 13-15=-1933/3530 WEBS 4-18=-69/350, 6-18=-604/550, 7-18=-1820/3212, 7-17=-222/569, 8-17=-349/320, 9-17=-583/1277, 9-16=-240/432, 10-16=-371/372, 12-16=-719/431, 12-15=0/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 16-8-0, Exterior(2E) 16-8-0 to 25-2-0, Exterior(2R) 25-2-0 to 33-7-13, Interior(1) 33-7-13 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=980, 13=980. January 28,2021 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 2516936-GROZA-BRIGGS Truss A4 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T22636276 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-gu3gaPcOJQWgMjGsUCiCGpzX_SuQg3um24oYwyzqttb Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 1218 17 16 15 14 13 19 20 21 22 3x8 MT20HS ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x12 8x14 MT20HS 6x12 MT20HS 5x8 4x6 4x6 2x4 3x8 5x6 3x8 3x4 3x4 2x4 6-3-14 6-3-14 12-4-0 6-0-2 17-4-8 5-0-8 23-2-0 5-9-8 28-10-8 5-8-8 34-7-2 5-8-10 41-10-0 7-2-14 -1-0-0 1-0-0 6-3-14 6-3-14 12-4-0 6-0-2 18-8-0 6-4-0 23-2-0 4-6-0 28-10-8 5-8-8 34-7-2 5-8-10 41-10-0 7-2-14 42-10-0 1-0-0 0-4-88-1-130-4-82-4-128-1-135.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-5,Edge], [7:0-3-0,0-2-4], [14:0-5-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.88 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -1.03 0.49 0.65 (loc) 16-17 16-17 11 16-17 l/defl >999 >482 n/a >755 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 227 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 2-17: 2x6 SP M 26, 14-16: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. WEBS 1 Row at midpt 5-16, 6-15 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-381(LC 10) Max Uplift 2=-980(LC 12), 11=-980(LC 12) Max Grav 2=1946(LC 1), 11=1946(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6908/3686, 3-5=-6190/3405, 5-6=-4091/2337, 6-7=-2857/1830, 7-8=-3161/1891, 8-10=-3325/1967, 10-11=-3957/2160 BOT CHORD 2-18=-3305/6615, 17-18=-3309/6619, 16-17=-2830/5687, 15-16=-1512/3372, 14-15=-1553/3069, 13-14=-1848/3527, 11-13=-1848/3527 WEBS 3-17=-714/424, 5-17=-642/1495, 5-16=-2345/1338, 6-16=-939/1972, 6-15=-992/434, 7-15=-425/839, 8-15=-378/304, 8-14=-267/191, 10-14=-711/396, 10-13=0/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-8-0, Exterior(2E) 18-8-0 to 23-2-0, Exterior(2R) 23-2-0 to 31-7-13, Interior(1) 31-7-13 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=980, 11=980. January 28,2021 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 2516936-GROZA-BRIGGS Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22636277 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-84d2nlc04keX_tq22vDRo0WmJsF?PTevHkX6SPzqtta Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 11 12 13 1420 19 18 17 16 15 21 22 23 24 5x6 WB ST1.5x8 STP ST1.5x8 STP 5x12 3x6 6x12 MT20HS 6x12 MT20HS 3x6 6x12 MT20HS 6x12 MT20HS 5x8 4x6 3x4 2x4 3x4 3x8 5x8 5x8 3x4 3x4 2x4 6-10-14 6-10-14 13-6-0 6-7-2 16-2-8 2-8-8 20-11-0 4-8-8 28-10-8 7-11-8 35-0-14 6-2-6 41-10-0 6-9-2 -1-0-0 1-0-0 4-8-8 4-8-8 9-1-4 4-4-12 13-6-0 4-4-12 16-2-8 2-8-8 20-11-0 4-8-8 28-10-8 7-11-8 35-0-14 6-2-6 41-10-0 6-9-2 42-10-0 1-0-0 0-4-88-11-130-4-82-7-115.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-9,Edge], [2:0-3-9,0-3-0], [5:0-3-0,Edge], [9:0-6-0,0-1-0], [16:0-5-4,0-2-12], [19:0-5-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.79 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -1.03 0.52 0.66 (loc) 19 19-20 13 19 l/defl >999 >481 n/a >754 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 223 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 11-14: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 2-19: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 2-3-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-2 oc bracing. WEBS 1 Row at midpt 8-17, 10-17 REACTIONS. (size)2=0-8-0, 13=0-8-0 Max Horz 2=-425(LC 10) Max Uplift 2=-980(LC 12), 13=-980(LC 12) Max Grav 2=1946(LC 1), 13=1946(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-6293/3362, 4-6=-6410/3390, 6-7=-5938/3227, 7-8=-4691/2680, 8-9=-2989/1833, 9-10=-3052/1810, 10-12=-3356/1948, 12-13=-3971/2147 BOT CHORD 2-20=-2984/6009, 19-20=-3151/6374, 18-19=-2619/5460, 17-18=-2170/4543, 16-17=-1562/3109, 15-16=-1809/3540, 13-15=-1809/3540 WEBS 4-20=-35/422, 6-19=-719/452, 7-19=-726/1613, 7-18=-1722/860, 8-18=-1066/2284, 8-17=-2614/1427, 9-17=-974/1798, 10-17=-591/433, 10-16=-276/254, 12-16=-664/364, 12-15=0/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=980, 13=980. January 28,2021 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 2516936-GROZA-BRIGGS Truss A6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22636278 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-cHBQ?5der2nOc1PEcdkgLE2v9Fb_8zF3VOHf?rzqttZ Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 11 12 1319 18 17 16 15 14 20 21 22 23 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 6x8 3x8 3x6 5x6 5x12 3x6 4x6 2x4 3x4 2x4 4x6 5x8 3x4 2x4 6x12 MT20HS 5-10-14 5-10-14 11-6-0 5-7-2 18-2-8 6-8-8 23-6-8 5-4-0 28-10-8 5-4-0 29-8-0 0-9-8 35-0-14 5-4-14 41-10-0 6-9-2 -1-0-0 1-0-0 5-10-14 5-10-14 11-6-0 5-7-2 18-2-8 6-8-8 20-11-0 2-8-8 28-10-8 7-11-8 35-0-14 6-2-6 41-10-0 6-9-2 42-10-0 1-0-0 0-4-89-1-10-4-82-2-115.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-5,0-3-0], [2:0-3-9,Edge], [15:0-9-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.74 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.40 0.18 0.24 (loc) 18-19 18-19 15 18-19 l/defl >999 >866 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 226 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-5,10-13: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-15: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 -t 2-11-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. WEBS 1 Row at midpt 6-17, 8-16 REACTIONS. (size)2=0-8-0, 12=0-8-0, 15=0-8-0 Max Horz 2=-425(LC 10) Max Uplift 2=-568(LC 12), 12=-448(LC 10), 15=-1342(LC 12) Max Grav 2=1047(LC 17), 12=229(LC 11), 15=2998(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3100/1525, 4-6=-2254/1169, 6-7=-600/466, 7-8=-580/635, 8-9=-60/656, 9-11=-839/2154, 11-12=-567/1570 BOT CHORD 2-19=-1293/3113, 18-19=-1296/3122, 17-18=-828/2248, 16-17=-148/303, 15-16=-1986/1170, 14-15=-1325/659, 12-14=-1325/659 WEBS 4-18=-752/476, 6-18=-232/809, 6-17=-1756/892, 7-17=-395/422, 8-17=-711/1322, 8-16=-1564/753, 9-16=-779/1929, 9-15=-2189/1246, 11-15=-856/472, 11-14=0/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=568, 12=448, 15=1342. January 28,2021 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 2516936-GROZA-BRIGGS Truss A7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22636279 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-4TloCReGcLvFDA_R9KFvuRb4CfwOtPTCk20DXHzqttY Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 6x8 3x8 3x6 5x6 5x12 6x12 MT20HS 3x6 4x6 3x4 3x4 3x4 5x8 3x4 2x4 2x4 4-10-14 4-10-14 9-6-0 4-7-2 15-2-8 5-8-8 20-2-8 5-0-0 28-10-8 8-8-0 29-8-0 0-9-8 35-0-14 5-4-14 41-10-0 6-9-2 -1-0-0 1-0-0 4-10-14 4-10-14 9-6-0 4-7-2 15-2-8 5-8-8 20-11-0 5-8-8 28-10-8 7-11-8 35-0-14 6-2-6 41-10-0 6-9-2 42-10-0 1-0-0 0-4-89-1-10-4-81-9-115.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-5,0-3-0], [2:0-3-9,Edge], [15:0-9-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.80 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.44 0.16 0.23 (loc) 15-16 15-16 15 18-19 l/defl >999 >787 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 222 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 15-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-15: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 -t 2-4-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-17, 7-16, 9-16 REACTIONS. (size)2=0-8-0, 15=0-8-0, 12=0-8-0 Max Horz 2=-425(LC 10) Max Uplift 2=-575(LC 12), 15=-1318(LC 12), 12=-404(LC 10) Max Grav 2=1073(LC 17), 15=2923(LC 1), 12=245(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3177/1548, 4-6=-2706/1348, 6-7=-1122/721, 7-8=-312/377, 8-9=-358/370, 9-11=-777/2004, 11-12=-522/1434 BOT CHORD 2-19=-1316/3164, 18-19=-1323/3177, 17-18=-1025/2680, 16-17=-324/1195, 15-16=-1849/1115, 14-15=-1200/599, 12-14=-1200/599 WEBS 4-18=-368/279, 6-18=-246/788, 6-17=-1606/776, 7-17=-240/719, 7-16=-1233/726, 8-16=-287/192, 9-16=-958/2268, 9-15=-2102/1249, 11-15=-838/476, 11-14=0/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-10-14, Interior(1) 4-10-14 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=575, 15=1318, 12=404. January 28,2021 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 2516936-GROZA-BRIGGS Truss A8 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22636280 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1ssZd6gW8z9zTU8pHlHNzsgR8TbDLHkVBMVJbAzqttW Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 12 1319181716 15 14 20 21 22 23 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 3x6 6x8 3x4 3x4 3x6 5x6 5x6 6x12 MT20HS 3x6 3x4 3x4 3x4 3x8 5x8 3x4 2x4 7-6-0 7-6-0 13-11-4 6-5-4 20-4-8 6-5-4 22-2-8 1-10-0 28-10-8 6-8-0 29-8-0 0-9-8 35-0-14 5-4-14 41-10-0 6-9-2 -1-0-0 1-0-0 7-6-0 7-6-0 13-11-4 6-5-4 20-4-8 6-5-4 21-5-8 1-1-0 28-10-8 7-5-0 35-0-14 6-2-6 41-10-0 6-9-2 42-10-0 1-0-0 0-4-88-10-60-4-81-4-118-10-65.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-9,Edge], [2:0-5-5,0-3-0], [7:0-3-0,0-2-4], [8:0-3-0,0-2-4], [15:0-9-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.84 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.36 0.15 0.21 (loc) 19 18-19 15 19 l/defl >999 >945 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 236 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 7-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-15: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 -t 3-10-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing. WEBS 1 Row at midpt 4-18, 6-17, 8-16 REACTIONS. (size)2=0-8-0, 15=0-8-0, 12=0-8-0 Max Horz 2=-415(LC 10) Max Uplift 2=-593(LC 12), 15=-1261(LC 12), 12=-344(LC 10) Max Grav 2=1108(LC 17), 15=2832(LC 1), 12=257(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3242/1587, 4-6=-1396/852, 6-7=-351/383, 7-8=-320/427, 9-11=-658/1823, 11-12=-385/1248 BOT CHORD 2-19=-1338/3236, 18-19=-1284/3098, 17-18=-471/1453, 15-16=-1673/1000, 14-15=-1030/490, 12-14=-1030/490 WEBS 4-19=-213/774, 4-18=-1716/866, 6-18=-178/640, 6-17=-1359/789, 8-17=-439/1017, 8-16=-1225/620, 9-16=-773/1954, 9-15=-2057/1159, 11-15=-860/479, 11-14=0/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-4-8, Exterior(2E) 20-4-8 to 21-5-8, Exterior(2R) 21-5-8 to 29-11-5, Interior(1) 29-11-5 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=593, 15=1261, 12=344. January 28,2021 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 2516936-GROZA-BRIGGS Truss A9 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22636281 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-V2QxrSg9vGHq4ej?rSpcV4Da_twY4lgeQ0Ft8czqttV Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 4x6 6x8 3x8 3x6 5x6 3x6 5x6 3x6 3x4 4x6 3x4 5x8 5x8 3x4 2x4 6x12 MT20HS 5-6-0 5-6-0 11-11-4 6-5-4 18-4-8 6-5-4 24-2-8 5-10-0 27-8-11 3-6-3 28-2-2 0-5-8 28-2-5 0-0-3 35-4-1 7-1-11 41-10-0 6-5-15 -1-0-0 1-0-0 5-6-0 5-6-0 11-11-4 6-5-4 18-4-8 6-5-4 23-5-8 5-1-0 27-8-11 4-3-3 28-2-2 0-5-8 35-4-1 7-1-14 41-10-0 6-5-15 42-10-0 1-0-0 0-4-88-0-60-4-80-11-118-0-65.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-9,Edge], [2:0-5-5,0-3-0], [7:0-3-0,0-2-4], [8:0-3-0,0-2-4], [10:0-3-0,Edge], [15:0-8-8,Edge], [20:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.90 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.41 0.14 0.21 (loc) 19-20 19-20 15 19-20 l/defl >999 >807 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 232 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-15: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 -t 2-9-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. WEBS 1 Row at midpt 4-19, 6-17, 8-16, 11-15 REACTIONS. (size)2=0-8-0, 12=0-8-0, 15=0-10-9 Max Horz 2=-376(LC 10) Max Uplift 2=-565(LC 12), 12=-308(LC 10), 15=-1282(LC 12) Max Grav 2=1230(LC 17), 12=286(LC 11), 15=3143(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3694/1589, 4-6=-1716/897, 6-7=-519/439, 7-8=-410/482, 8-9=-63/767, 9-11=-722/2072, 11-12=-351/1206 BOT CHORD 2-20=-1357/3618, 19-20=-1305/3447, 17-19=-570/1757, 16-17=-451/468, 15-16=-1832/1032, 14-15=-990/453, 12-14=-990/453 WEBS 4-20=-210/884, 4-19=-1734/776, 6-19=-109/645, 6-17=-1438/753, 8-17=-667/1506, 8-16=-1730/821, 9-16=-689/1900, 11-15=-1195/586, 11-14=0/314, 9-15=-2229/1159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-4-8, Exterior(2E) 18-4-8 to 23-5-8, Exterior(2R) 23-5-8 to 31-11-5, Interior(1) 31-11-5 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 2, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=565, 12=308, 15=1282. January 28,2021 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 2516936-GROZA-BRIGGS Truss A10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22636282 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:17:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-rkiOJMXdjbmXeooi8xbo0YjXD1q7GNctg8LEiJzqtth Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x8 6x8 3x8 3x6 6x8 3x6 3x6 6x12 MT20HS 5x6 3x4 4x6 3x4 5x8 3x4 6x8 4x6 3-6-0 3-6-0 9-11-4 6-5-4 16-4-8 6-5-4 25-8-11 9-4-3 26-7-10 0-10-15 33-4-6 6-8-12 41-10-0 8-5-10 -1-0-0 1-0-0 3-6-0 3-6-0 9-11-4 6-5-4 16-4-8 6-5-4 21-5-1 5-0-9 25-5-8 4-0-7 33-4-6 7-10-14 41-10-0 8-5-10 42-10-0 1-0-0 0-4-87-2-60-4-80-6-117-2-65.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-9,Edge], [2:0-5-5,0-3-0], [7:0-3-0,0-2-4], [9:0-3-0,0-2-4], [11:0-4-0,0-3-4], [14:0-3-0,0-3-4], [15:0-3-8,0-3-0], [20:0-4-0,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-SH 0.88 0.94 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.62 0.09 0.18 (loc) 16-17 16-17 15 19-20 l/defl >818 >505 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 219 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-15: 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 1-11-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-11-0 oc bracing: 15-16 WEBS 1 Row at midpt 4-19, 6-17, 8-16, 11-15 REACTIONS. (size)2=0-8-0, 15=0-10-9, 12=0-8-0 Max Horz 2=-338(LC 10) Max Uplift 2=-592(LC 12), 15=-1051(LC 12), 12=-316(LC 12) Max Grav 2=1287(LC 17), 15=2631(LC 17), 12=614(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3790/1720, 4-6=-2058/1110, 6-7=-957/658, 7-8=-824/685, 8-9=-134/971, 9-10=-87/872, 10-11=-243/1083, 11-12=-439/324 BOT CHORD 2-20=-1487/3654, 19-20=-1431/3463, 17-19=-822/2064, 15-16=-2174/1068, 10-16=-691/464, 14-15=-196/317, 12-14=-199/314 WEBS 4-20=-212/834, 4-19=-1418/647, 6-19=-56/454, 6-17=-1283/731, 8-17=-437/1237, 8-16=-1700/874, 11-15=-1250/666, 11-14=0/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 16-4-8, Exterior(2R) 16-4-8 to 24-10-5, Interior(1) 24-10-5 to 25-5-8, Exterior(2R) 25-5-8 to 33-11-5, Interior(1) 33-11-5 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=592, 15=1051, 12=316. January 28,2021 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 2516936-GROZA-BRIGGS Truss A11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22636283 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:17:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-JwGnXiYFUuuOGyNuhe61ZlGg7RBU?p01uo4oFlzqttg Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x8 6x8 5x6 6x8 5x8 7x10 3x4 4x6 5x8 5x6 5x8 4x6 4x12 2-10-0 2-10-0 9-3-4 6-5-4 15-8-8 6-5-4 25-0-11 9-4-3 25-11-10 0-10-15 26-1-8 0-1-14 33-8-6 7-6-14 41-10-0 8-1-10 -1-0-0 1-0-0 2-10-0 2-10-0 9-3-4 6-5-4 15-8-8 6-5-4 20-6-1 4-9-9 25-0-11 4-6-10 26-1-8 1-0-13 33-8-6 7-6-14 41-10-0 8-1-10 42-10-0 1-0-0 0-4-86-11-10-4-80-5-06-11-15.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-11,0-1-10], [4:0-3-0,0-3-0], [6:0-5-0,0-4-4], [7:0-6-0,0-3-4], [8:0-4-0,Edge], [11:0-3-0,0-3-4], [12:0-6-8,0-2-0], [13:0-3-8,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.86 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.32 0.06 0.15 (loc) 16-17 16-17 12 16-17 l/defl >999 >949 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 237 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-17,6-12,13-15: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-2-7 oc bracing. Except: 1 Row at midpt 6-13 WEBS 1 Row at midpt 3-16, 4-14, 6-14, 8-12 REACTIONS. (size)2=0-8-0, 9=0-8-0, 12=0-10-9 Max Horz 2=-322(LC 10) Max Uplift 2=-536(LC 12), 9=-280(LC 12), 12=-1143(LC 12) Max Grav 2=1158(LC 17), 9=583(LC 18), 12=2821(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3432/1504, 3-4=-1741/902, 4-5=-722/496, 5-6=-622/547, 6-7=-213/1082, 7-8=-380/1312, 8-9=-459/424 BOT CHORD 2-17=-1307/3329, 16-17=-1262/3143, 14-16=-640/1735, 13-14=-1083/752, 12-13=-2341/1192, 6-13=-2106/1220, 11-12=-301/333, 9-11=-296/338 WEBS 3-17=-164/755, 3-16=-1414/663, 4-16=-40/391, 4-14=-1150/667, 5-14=-292/283, 6-14=-956/2126, 8-11=0/378, 8-12=-1366/736 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-8-8, Exterior(2R) 15-8-8 to 24-2-5, Interior(1) 24-2-5 to 26-1-8, Exterior(2R) 26-1-8 to 34-7-5, Interior(1) 34-7-5 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=536, 9=280, 12=1143. January 28,2021 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 2516936-GROZA-BRIGGS Truss B1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22636284 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-zE_J2ohnfaPhioICOAKr2HmnGGLOpBvofg_Qg2zqttU Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 5x6 4x6 3x6 2x4 3x4 3x4 3x4 2x4 6x8 3x4 2x4 3x6 4x6 7-1-10 7-1-10 13-8-8 6-6-14 19-5-2 5-8-10 25-0-0 5-6-14 28-1-8 3-1-8 34-8-6 6-6-14 41-10-0 7-1-10 -1-0-0 1-0-0 7-1-10 7-1-10 13-8-8 6-6-14 19-5-2 5-8-10 25-0-0 5-6-14 28-1-8 3-1-8 34-8-6 6-6-14 41-10-0 7-1-10 42-10-0 1-0-0 0-4-86-1-10-4-86-1-15.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4], [4:0-5-12,0-2-8], [7:0-5-12,0-2-8], [8:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.60 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 0.04 0.10 (loc) 2-18 2-18 14 2-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 225 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 8-12 REACTIONS. (size)2=0-8-0, 14=0-8-0, 9=0-8-0 Max Horz 2=285(LC 11) Max Uplift 2=-519(LC 12), 14=-1149(LC 12), 9=-291(LC 12) Max Grav 2=1012(LC 17), 14=2480(LC 1), 9=571(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1655/896, 3-4=-849/521, 5-6=-394/1047, 6-7=-394/1047, 7-8=-217/704, 8-9=-567/204 BOT CHORD 2-18=-693/1609, 17-18=-694/1604, 15-17=-130/768, 12-14=-578/551, 11-12=-104/415, 9-11=-99/421 WEBS 3-18=0/301, 3-17=-936/628, 4-17=-201/511, 4-15=-884/472, 5-15=-276/737, 5-14=-1556/899, 6-14=-328/303, 7-14=-1088/638, 7-12=-213/492, 8-12=-993/656, 8-11=0/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-8-8, Exterior(2R) 13-8-8 to 22-2-5, Interior(1) 22-2-5 to 28-1-8, Exterior(2R) 28-1-8 to 36-7-5, Interior(1) 36-7-5 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=519, 14=1149, 9=291. January 28,2021 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 2516936-GROZA-BRIGGS Truss B2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22636285 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-vd63TUj1BBfPx6SaWbMJ7ir65411H4R56_TXkxzqttS Scale = 1:76.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 3x6 5x8 4x6 3x6 3x4 2x4 3x4 3x4 3x4 2x4 6x8 3x4 3x4 2x4 3x6 3x6 6-2-6 6-2-6 11-10-0 5-7-10 18-5-14 6-7-14 25-0-0 6-6-2 30-0-0 5-0-0 35-7-10 5-7-10 41-10-0 6-2-6 -1-0-0 1-0-0 6-2-6 6-2-6 11-10-0 5-7-10 18-5-14 6-7-14 25-0-0 6-6-2 30-0-0 5-0-0 35-7-10 5-7-10 41-10-0 6-2-6 42-10-0 1-0-0 0-4-85-3-110-4-85-3-115.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [8:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.53 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.05 0.08 (loc) 19 18-19 10 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 8-15 REACTIONS. (size)2=0-8-0, 15=0-8-0, 10=0-8-0 Max Horz 2=-248(LC 10) Max Uplift 2=-529(LC 12), 15=-1124(LC 12), 10=-306(LC 12) Max Grav 2=1026(LC 17), 15=2417(LC 1), 10=595(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1738/951, 3-4=-1081/633, 4-5=-407/348, 5-7=-448/1066, 7-8=-448/1066, 8-9=-62/428, 9-10=-696/301 BOT CHORD 2-19=-753/1673, 18-19=-753/1673, 16-18=-274/993, 15-16=-25/407, 13-15=-313/366, 12-13=-169/550, 10-12=-169/550 WEBS 3-18=-762/532, 4-18=-160/455, 4-16=-759/416, 5-16=-179/606, 5-15=-1725/1004, 7-15=-429/400, 8-15=-1155/683, 8-13=-180/436, 9-13=-833/570, 9-12=0/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-10-0, Exterior(2R) 11-10-0 to 20-3-13, Interior(1) 20-3-13 to 30-0-0, Exterior(2R) 30-0-0 to 38-5-13, Interior(1) 38-5-13 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=529, 15=1124, 10=306. January 28,2021 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 2516936-GROZA-BRIGGS Truss B3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22636286 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-r?EquAkHjpv6BPbzd0OnC7wRauhol5ANaIyeppzqttQ Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x8 4x6 3x6 3x4 2x4 5x8 3x4 2x4 6x8 3x4 2x4 3x6 3x6 8-2-7 8-2-7 15-6-0 7-3-9 25-0-0 9-6-0 32-0-0 7-0-0 41-10-0 9-10-0 -1-0-0 1-0-0 6-7-6 6-7-6 12-8-0 6-0-10 15-6-0 2-10-0 20-3-14 4-9-14 25-0-0 4-8-2 32-0-0 7-0-0 36-7-10 4-7-10 41-10-0 5-2-6 42-10-0 1-0-0 0-4-84-5-115-7-130-4-84-5-115.00 12 Plate Offsets (X,Y)-- [9:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.70 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.42 0.04 0.09 (loc) 11-13 11-13 11 2-18 l/defl >984 >468 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 9-15 REACTIONS. (size)2=0-8-0, 15=0-8-0, 11=0-8-0 Max Horz 2=264(LC 11) Max Uplift 2=-535(LC 12), 15=-1108(LC 12), 11=-316(LC 12) Max Grav 2=1024(LC 17), 15=2374(LC 1), 11=608(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1672/1015, 3-4=-1455/970, 4-5=-917/673, 5-6=-797/577, 6-8=-542/1148, 8-9=-542/1148, 10-11=-705/498 BOT CHORD 2-18=-832/1637, 16-18=-286/884, 11-13=-361/591 WEBS 3-18=-498/489, 4-18=-460/777, 5-16=-581/436, 6-16=-588/1074, 6-15=-1535/912, 8-15=-472/455, 9-15=-1397/851, 9-13=-130/442, 10-13=-549/535 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-8-0, Exterior(2E) 12-8-0 to 15-6-0, Interior(1) 15-6-0 to 32-0-0, Exterior(2R) 32-0-0 to 38-0-0, Interior(1) 38-0-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=535, 15=1108, 11=316. January 28,2021 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 2516936-GROZA-BRIGGS Truss B4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22636287 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-JCoC5WlvU61zoZA9Bjv0lLTbgHzXUSMXoyiBLGzqttP Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x12 5x6 4x6 3x6 3x4 2x4 3x4 5x8 6x8 3x4 3x4 3x6 4x6 8-2-7 8-2-7 17-6-0 9-3-9 25-0-0 7-6-0 34-0-0 9-0-0 41-10-0 7-10-0 -1-0-0 1-0-0 6-7-6 6-7-6 12-8-0 6-0-10 17-6-0 4-10-0 25-0-0 7-6-0 29-6-0 4-6-0 34-0-0 4-6-0 41-10-0 7-10-0 42-10-0 1-0-0 0-4-83-7-115-7-130-4-83-7-115.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-3-0], [8:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.92 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.49 0.05 0.15 (loc) 14-16 14-16 9 9-11 l/defl >999 >598 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size)2=0-8-0, 13=0-8-0, 9=0-8-0 Max Horz 2=264(LC 11) Max Uplift 2=-555(LC 12), 13=-1060(LC 12), 9=-344(LC 12) Max Grav 2=1219(LC 17), 13=2476(LC 18), 9=711(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2060/1064, 3-4=-1844/1019, 4-5=-1169/730, 5-6=-579/1300, 6-7=-579/1300, 7-8=-565/417, 8-9=-687/332 BOT CHORD 2-16=-878/1992, 14-16=-348/1082, 13-14=-322/1089, 11-13=-304/240, 9-11=-135/507 WEBS 3-16=-489/488, 4-16=-436/1029, 5-14=0/314, 5-13=-2548/1294, 6-13=-515/398, 7-13=-1275/829, 7-11=-455/958, 8-11=-259/316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-8-0, Exterior(2E) 12-8-0 to 17-6-0, Interior(1) 17-6-0 to 34-0-0, Exterior(2R) 34-0-0 to 40-0-0, Interior(1) 40-0-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=555, 13=1060, 9=344. January 28,2021 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 2516936-GROZA-BRIGGS Truss B5 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T22636288 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-oOLaJrmYFQ9qQjlMlQRFHY?ohhJNDxYg1bRktizqttO Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x12 5x8 3x6 3x6 3x4 2x4 3x4 2x4 5x8 6x8 3x6 3x4 2x4 3x6 3x6 NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED Special 8-2-7 8-2-7 17-1-9 8-11-2 19-6-0 2-4-7 25-0-0 5-6-0 30-6-0 5-6-0 36-0-0 5-6-0 41-10-0 5-10-0 -1-0-0 1-0-0 6-7-6 6-7-6 12-8-0 6-0-10 19-6-0 6-10-0 25-0-0 5-6-0 30-6-0 5-6-0 36-0-0 5-6-0 41-10-0 5-10-0 42-10-0 1-0-0 0-4-82-9-115-7-130-4-82-9-115.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-3-0], [8:0-5-12,0-2-8], [9:0-2-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.95 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.38 0.08 0.11 (loc) 16-18 16-18 9 2-18 l/defl >999 >784 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 199 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-14 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS. (size)2=0-8-0, 14=0-8-0, 9=0-8-0 Max Horz 2=264(LC 7) Max Uplift 2=-636(LC 25), 14=-1646(LC 8), 9=-744(LC 8) Max Grav 2=1271(LC 13), 14=3444(LC 30), 9=1275(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2177/1010, 3-4=-1962/984, 4-5=-1447/935, 5-6=-843/1986, 6-7=-843/1985, 7-8=-1247/1033, 8-9=-2237/1254 BOT CHORD 2-18=-798/2098, 16-18=-432/1214, 15-16=-824/1124, 14-15=-823/1125, 12-14=-969/1431, 11-12=-1073/1986, 9-11=-1061/1948 WEBS 3-18=-486/361, 4-18=-296/1002, 4-16=-280/367, 5-16=-176/662, 5-14=-2623/1149, 6-14=-640/510, 7-14=-3403/1766, 7-12=-88/662, 8-12=-942/502, 8-11=-234/662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=636, 14=1646, 9=744. 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) 231 lb down and 235 lb up at 36-0-0 on top chord, and 392 lb down and 313 lb up at 36-0-0 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 "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. January 28,2021 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 2516936-GROZA-BRIGGS Truss B5 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T22636288 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:13 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-oOLaJrmYFQ9qQjlMlQRFHY?ohhJNDxYg1bRktizqttO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-8=-70, 8-10=-70, 2-9=-20 Concentrated Loads (lb) Vert: 8=-131(B) 7=-109(B) 12=-34(B) 11=-359(B) 19=-109(B) 20=-109(B) 22=-109(B) 23=-109(B) 24=-109(B) 26=-34(B) 27=-34(B) 28=-34(B) 29=-34(B) 30=-34(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 2516936-GROZA-BRIGGS Truss B6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22636289 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-GavyWBmA0kHh2tKYJ8yUqmYzl5fjyNGqGFBIQ8zqttN Scale = 1:46.7 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 2x4 6x8 4x6 4x6 3x4 2x4 3x4 2x4 8-2-7 8-2-7 17-1-9 8-11-2 21-6-0 4-4-7 25-4-0 3-10-0 -1-0-0 1-0-0 6-7-6 6-7-6 12-8-0 6-0-10 18-8-10 6-0-10 21-6-0 2-9-6 25-4-0 3-10-0 0-4-81-11-115-7-131-11-115.00 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-SH 0.78 0.94 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.41 0.07 0.13 (loc) 9-11 9-11 8 9-11 l/defl >999 >723 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=310(LC 11) Max Uplift 8=-521(LC 12), 2=-638(LC 12) Max Grav 8=1244(LC 18), 2=1405(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2501/1394, 3-4=-2286/1349, 4-5=-2287/1379, 5-6=-2421/1435 BOT CHORD 2-11=-1405/2374, 9-11=-862/1502, 8-9=-1317/2178 WEBS 3-11=-475/494, 4-11=-452/981, 4-9=-475/1004, 6-8=-2342/1396, 5-9=-504/532 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-8-0, Exterior(2R) 12-8-0 to 18-9-10, Interior(1) 18-9-10 to 25-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=521, 2=638. January 28,2021 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 2516936-GROZA-BRIGGS Truss B7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22636290 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-knTLkXnon1PYg1vksrTjNz5AnV_yhwwzVvwrybzqttM Scale = 1:46.7 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 2x4 6x8 4x6 4x6 3x4 2x4 3x4 2x4 8-2-7 8-2-7 17-1-9 8-11-2 23-6-0 6-4-7 25-4-0 1-10-0 -1-0-0 1-0-0 6-7-6 6-7-6 12-8-0 6-0-10 18-8-10 6-0-10 23-6-0 4-9-6 25-4-0 1-10-0 0-4-81-1-115-7-131-1-115.00 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-SH 0.70 0.94 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.41 0.07 0.13 (loc) 9-11 9-11 8 2-11 l/defl >999 >724 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=285(LC 11) Max Uplift 8=-521(LC 12), 2=-639(LC 12) Max Grav 8=1277(LC 18), 2=1401(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2491/1401, 3-4=-2277/1356, 4-5=-2300/1375, 5-6=-2471/1431 BOT CHORD 2-11=-1323/2370, 9-11=-781/1499, 8-9=-1244/2213 WEBS 3-11=-473/493, 4-11=-450/981, 4-9=-470/1014, 5-9=-510/525, 6-8=-2368/1422 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-8-0, Exterior(2R) 12-8-0 to 18-9-10, Interior(1) 18-9-10 to 25-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=521, 2=639. January 28,2021 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 2516936-GROZA-BRIGGS Truss B8 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T22636291 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Cz1jxtoQYLXPHAUwQZ_yvBdN2vOJQLd7jZgPU1zqttL Scale = 1:45.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 4x6 3x4 2x4 3x4 3x4 3x4 2x4 4x6 5-9-6 5-9-6 11-0-0 5-2-10 14-4-0 3-4-0 19-6-10 5-2-10 25-4-0 5-9-6 -1-0-0 1-0-0 5-9-6 5-9-6 11-0-0 5-2-10 14-4-0 3-4-0 19-6-10 5-2-10 25-4-0 5-9-6 26-4-0 1-0-0 0-4-84-11-80-4-84-11-85.00 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-SH 0.54 0.68 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.27 0.08 -0.15 (loc) 12-13 12-13 7 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=232(LC 11) Max Uplift 2=-632(LC 12), 7=-632(LC 12) Max Grav 2=1398(LC 17), 7=1398(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2579/1313, 3-4=-1819/1028, 4-5=-1619/1006, 5-6=-1819/1028, 6-7=-2580/1313 BOT CHORD 2-13=-1085/2442, 12-13=-1085/2442, 10-12=-649/1701, 9-10=-1092/2269, 7-9=-1092/2269 WEBS 3-12=-830/492, 4-12=-153/442, 5-10=-153/442, 6-10=-832/492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2E) 11-0-0 to 14-4-0, Exterior(2R) 14-4-0 to 22-9-13, Interior(1) 22-9-13 to 26-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=632, 7=632. January 28,2021 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 2516936-GROZA-BRIGGS Truss B9 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T22636292 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-g9b58Dp2JfgGvK37_GVBSOATeIi99tyGyDPy0TzqttK Scale = 1:45.8 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 5x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 3x8 2x4 3x4 2x4 4x6 9-0-0 9-0-0 16-4-0 7-4-0 25-4-0 9-0-0 -1-0-0 1-0-0 4-9-6 4-9-6 9-0-0 4-2-10 16-4-0 7-4-0 20-6-10 4-2-10 25-4-0 4-9-6 26-4-0 1-0-0 0-4-84-1-80-4-84-1-85.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [5:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.83 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.36 0.07 0.12 (loc) 7-9 7-9 7 9-11 l/defl >999 >822 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=194(LC 11) Max Uplift 2=-632(LC 12), 7=-632(LC 12) Max Grav 2=1203(LC 1), 7=1203(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2171/1393, 3-4=-1869/1172, 4-5=-1685/1150, 5-6=-1869/1172, 6-7=-2171/1393 BOT CHORD 2-11=-1156/1991, 9-11=-845/1684, 7-9=-1161/1931 WEBS 3-11=-371/348, 4-11=-56/379, 5-9=-64/379, 6-9=-373/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2E) 9-0-0 to 16-4-0, Exterior(2R) 16-4-0 to 25-0-0, Interior(1) 25-0-0 to 26-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=632, 7=632. January 28,2021 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 2516936-GROZA-BRIGGS Truss B10 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T22636293 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RRYhF8iPQuXYKytOytr4bVIwngc2Yi3xuKk_CVzqttT Scale = 1:45.8 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 6x12 MT20HS ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS 5x8 2x4 6x12 MT20HS 2x4 2x4 5x8 Special NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 12-8-0 5-8-0 18-4-0 5-8-0 25-4-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 12-8-0 5-8-0 18-4-0 5-8-0 25-4-0 7-0-0 26-4-0 1-0-0 0-4-83-3-80-4-83-3-85.00 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge], [3:0-8-8,0-2-4], [5:0-8-8,0-2-4], [6:0-1-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.96 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.48 0.16 (loc) 9 8-9 6 l/defl >846 >612 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 120 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-10-12 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=153(LC 24) Max Uplift 2=-1400(LC 8), 6=-1400(LC 8) Max Grav 2=2470(LC 29), 6=2470(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5220/2852, 3-4=-5894/3282, 4-5=-5894/3282, 5-6=-5221/2852 BOT CHORD 2-10=-2472/4782, 9-10=-2458/4744, 8-9=-2458/4630, 6-8=-2472/4668 WEBS 3-10=-292/758, 3-9=-747/1500, 4-9=-992/792, 5-9=-747/1501, 5-8=-292/758 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1400, 6=1400. 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) 393 lb down and 361 lb up at 7-0-0, and 393 lb down and 361 lb up at 18-4-0 on top chord, and 543 lb down and 378 lb up at 7-0-0, and 543 lb down and 378 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. January 28,2021 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 2516936-GROZA-BRIGGS Truss B10 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T22636293 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:08 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RRYhF8iPQuXYKytOytr4bVIwngc2Yi3xuKk_CVzqttT LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-171(B) 5=-171(B) 10=-538(B) 9=-61(B) 4=-136(B) 8=-538(B) 11=-136(B) 12=-136(B) 13=-136(B) 14=-136(B) 15=-61(B) 16=-61(B) 17=-61(B) 18=-61(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 2516936-GROZA-BRIGGS Truss C2 Truss Type ROOF SPECIAL Qty 1 Ply 2 Job Reference (optional) T22636294 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Zxqc_bsZMtAiOyMuD6a7cELFLw2f5aEstrNAAEzqttG Scale: 1/4"=1' 1 2 3 4 5 7 6 8 9 17 16 15 14 13 12 11 10 18 20 21 22 23 24 25 5x8 2x4 2x4 4x6 8x12 5x8 3x6 3x6 3x6 4x6 2x4 4x6 3x4 4x6 2x4 3x4 3x6 3x6 2x4 3x4 4x6 1-6-8 1-6-8 3-11-13 2-5-5 8-10-8 4-10-11 9-8-4 0-9-12 16-2-8 6-6-4 17-7-12 1-5-4 21-5-8 3-9-12 27-0-0 5-6-8 1-6-8 1-6-8 3-11-13 2-5-5 8-10-8 4-10-11 9-8-4 0-9-12 16-2-8 6-6-4 17-4-0 1-1-8 17-7-12 0-3-12 21-5-8 3-9-12 27-0-0 5-6-8 1-0-34-0-142-9-144-6-82-9-144-0-145.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-2-0], [5:0-5-11,0-0-0], [6:0-3-0,Edge], [7:0-9-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FRC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.92 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.35 0.04 0.12 (loc) 13-14 13-14 10 13-14 l/defl >999 >923 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 327 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 1-16: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-14,4-7,7-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS. (size)1=Mechanical, 10=0-3-8 Max Horz 1=320(LC 11) Max Uplift 1=-351(LC 12), 10=-382(LC 12) Max Grav 1=1677(LC 18), 10=1679(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3560/1178, 2-3=-3530/833, 3-4=-3272/843, 4-5=-3271/839, 5-7=-2792/769, 5-6=-540/51, 6-7=-515/105, 7-8=-3481/896, 8-9=-3133/985, 9-10=-1577/584 BOT CHORD 1-17=-1376/3343, 15-17=-1376/3352, 14-15=-808/3337, 13-14=-808/3337, 11-13=-969/3178 WEBS 3-15=-567/1126, 4-14=-487/778, 7-13=0/808, 8-11=-1562/427, 9-11=-957/3322, 8-13=-269/259, 2-17=-333/30, 2-15=-206/614 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Interior(1) 0-1-12 to 8-10-8, Exterior(2R) 8-10-8 to 14-10-8, Interior(1) 14-10-8 to 17-4-0, Exterior(2E) 17-4-0 to 21-5-8, Interior(1) 21-5-8 to 26-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) 400.0lb AC unit load placed on the bottom chord, 13-8-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5, 5-7, 5-6, 6-7, 7-8 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=351, 10=382.Continued on page 2 January 28,2021 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 2516936-GROZA-BRIGGS Truss C2 Truss Type ROOF SPECIAL Qty 1 Ply 2 Job Reference (optional) T22636294 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:21 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Zxqc_bsZMtAiOyMuD6a7cELFLw2f5aEstrNAAEzqttG NOTES- 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. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2516936-GROZA-BRIGGS Truss C3 Truss Type ROOF SPECIAL Qty 1 Ply 2 Job Reference (optional) T22636295 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-17O_CwtB7BIZ?5x4np5M9RtQLJQMq3k?6V7jihzqttF Scale = 1:54.0 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 5x8 ST1.5x8 STP 4x6 4x6 4x6 4x6 2x4 3x6 7x10 2x4 3x4 3x4 3x4 4x6 3x6 3x6 2x4 2x4 4x6 3x4 3x4 LUS24 7-8-0 3-6-43-6-8 3-6-8 6-2-8 2-8-0 9-11-0 3-8-8 12-4-4 2-5-4 13-6-8 1-2-4 19-1-8 5-7-0 20-3-12 1-2-4 26-0-0 5-8-4 29-8-0 3-8-0 -1-0-0 1-0-0 3-6-8 3-6-8 6-2-8 2-8-0 9-11-0 3-8-8 12-4-4 2-5-4 13-6-8 1-2-4 19-1-8 5-7-0 20-3-12 1-2-4 26-0-0 5-8-4 29-8-0 3-8-0 0-4-81-10-32-0-84-10-142-0-84-10-145.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [16:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.76 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.41 0.05 0.21 (loc) 16 16 12 16 l/defl >999 >862 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 360 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 2=0-8-0 Max Horz 2=274(LC 25) Max Uplift 12=-582(LC 8), 2=-945(LC 8) Max Grav 12=1630(LC 31), 2=2386(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4589/1600, 3-4=-5714/1995, 4-5=-4412/1494, 5-6=-3432/1155, 6-7=-1348/522, 7-8=-1362/516, 8-9=-1428/551, 9-10=-3408/1088, 10-11=-2890/1026, 11-12=-1471/552 BOT CHORD 2-19=-1419/4275, 18-19=-1443/4356, 17-18=-1968/5946, 16-17=-1264/4165, 15-16=-850/3149, 13-15=-996/2959 WEBS 3-19=-240/817, 3-18=-964/2108, 4-18=-1181/476, 6-16=-269/1164, 6-20=-1910/579, 20-21=-1874/590, 9-21=-1974/620, 9-15=-33/781, 10-15=-360/453, 10-13=-1592/604, 11-13=-1061/3092, 8-21=-102/423, 4-17=-1916/757, 5-17=-419/1171, 5-16=-1614/657 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Ceiling dead load (5.0 psf) on member(s). 6-20, 20-21, 9-21 10) Bottom chord live load (40.0 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) except (jt=lb) 12=582, 2=945. 12) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent at 2-7-4 from the left end to connect truss(es) to back face of bottom chord. Continued on page 2 January 28,2021 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 2516936-GROZA-BRIGGS Truss C3 Truss Type ROOF SPECIAL Qty 1 Ply 2 Job Reference (optional) T22636295 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:22 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-17O_CwtB7BIZ?5x4np5M9RtQLJQMq3k?6V7jihzqttF NOTES- 13) Fill all nail holes where hanger is in contact with lumber. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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, 4-7=-70, 7-8=-70, 8-10=-70, 10-11=-70, 2-16=-20, 15-16=-30, 12-15=-20, 6-9=-10 Concentrated Loads (lb) Vert: 25=-760(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 2516936-GROZA-BRIGGS Truss C4 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T22636296 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-zWWkccuRfoYGFP5TuE7qEsziV74KIvKIZpcqmZzqttD Scale = 1:52.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 4x6 ST1.5x8 STP 6x8 5x6 5x6 5x6 4x6 6x12 MT20HS3x6 3x6 3x8 3x6 3x6 3x8 6x8 3x4 2x4 5x6 2x4 2x4 7-8-04-2-45-6-8 5-6-8 12-4-4 6-9-12 15-6-8 3-2-4 17-1-8 1-7-0 20-3-12 3-2-4 24-8-8 4-4-12 29-8-0 4-11-8 -1-0-0 1-0-0 5-6-8 5-6-8 8-2-8 2-8-0 12-4-4 4-1-12 14-5-8 2-1-4 15-6-8 1-1-0 17-1-8 1-7-0 18-2-8 1-1-0 20-3-12 2-1-4 24-8-8 4-4-12 29-8-0 4-11-8 0-4-82-8-35-8-140-6-35-8-145.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [8:0-3-0,0-2-4], [12:0-3-0,Edge], [15:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.86 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.65 0.11 0.26 (loc) 15-16 15-16 12 16-18 l/defl >999 >537 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 170 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7,8-12: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 2-17: 2x4 SP M 31, 12-14: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS. (size)12=0-3-8, 2=0-8-0 Max Horz 2=259(LC 11) Max Uplift 12=-332(LC 12), 2=-490(LC 12) Max Grav 12=1865(LC 19), 2=1878(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3726/1157, 3-4=-3422/1152, 4-5=-3734/794, 5-6=-3181/810, 6-7=0/589, 7-8=0/677, 8-9=0/544, 9-10=-3247/868, 10-11=-3765/817, 11-12=-4085/1065 BOT CHORD 2-18=-1024/3488, 16-18=-1197/4766, 15-16=-530/3429, 13-15=-889/3705, 12-13=-889/3705 WEBS 3-18=-193/1237, 4-18=-1713/234, 4-16=-1531/763, 5-16=0/1242, 6-19=-4043/767, 19-20=-4022/776, 9-20=-4097/797, 10-15=0/1130, 11-15=-537/504, 11-13=-327/0, 8-20=-102/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-6-8, Exterior(2E) 5-6-8 to 8-2-8, Interior(1) 8-2-8 to 15-6-8, Exterior(2E) 15-6-8 to 17-1-8, Exterior(2R) 17-1-8 to 23-1-8, Interior(1) 23-1-8 to 29-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 400.0lb AC unit load placed on the bottom chord, 16-4-0 from left end, supported at two points, 2-0-0 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, 5-6, 9-10, 6-19, 19-20, 9-20 10) Bottom chord live load (40.0 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) except (jt=lb) 12=332, 2=490. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.January 28,2021 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 2516936-GROZA-BRIGGS Truss C5 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T22636297 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Ri47qyv3Q6g7sZgfSye3n4VuxXOR1RuRoTLNJ0zqttC Scale = 1:52.8 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 5x6 ST1.5x8 STP 6x8 5x6 4x6 4x6 6x12 MT20HS WB3x6 3x8 3x6 3x6 3x6 3x8 6x8 3x4 2x4 2x4 5x6 WB 5x6 4-2-47-8-0 7-6-8 7-6-8 12-4-4 4-9-12 20-3-12 7-11-8 24-8-8 4-4-12 29-8-0 4-11-8 -1-0-0 1-0-0 7-6-8 7-6-8 10-2-8 2-8-0 12-4-4 2-1-12 13-7-6 1-3-2 14-5-8 0-10-2 16-4-0 1-10-8 18-2-8 1-10-8 19-0-10 0-10-2 20-3-12 1-3-2 24-8-8 4-4-12 29-8-0 4-11-8 0-4-83-6-36-0-130-6-33-6-35.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [4:0-4-0,0-2-8], [5:0-4-8,0-1-8], [10:0-3-0,Edge], [15:0-3-8,0-4-4], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.59 1.00 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.63 0.11 0.23 (loc) 15-16 15-16 12 16 l/defl >999 >555 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 161 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP M 31, 4-7,7-10: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 *Except* 12-14: 2x4 SP No.2, 14-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-16,6-8,9-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size)2=0-8-0, 12=0-4-0 Max Horz 2=276(LC 11) Max Uplift 2=-498(LC 12), 12=-335(LC 12) Max Grav 2=1864(LC 18), 12=1860(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3609/1104, 3-4=-3291/1129, 4-5=-3780/834, 5-6=-3141/784, 6-7=0/339, 7-8=0/293, 8-9=-3189/853, 9-11=-3663/805, 11-12=-3878/1019 BOT CHORD 2-18=-954/3380, 16-18=-917/4191, 15-16=-508/3358, 13-15=-829/3456, 12-13=-829/3450 WEBS 3-18=-55/1115, 4-18=-1429/18, 4-16=-1460/717, 5-16=-155/1712, 6-19=-3671/720, 8-19=-3671/720, 9-15=0/1005, 11-15=-373/407, 7-19=-34/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-6-8, Exterior(2E) 7-6-8 to 10-2-8, Interior(1) 10-2-8 to 16-4-0, Exterior(2R) 16-4-0 to 22-4-0, Interior(1) 22-4-0 to 29-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 400.0lb AC unit load placed on the bottom chord, 16-4-0 from left end, supported at two points, 2-0-0 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, 5-6, 8-9, 6-19, 8-19 10) Bottom chord live load (40.0 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) except (jt=lb) 2=498, 12=335. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. January 28,2021 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 2516936-GROZA-BRIGGS Truss C6 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T22636298 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-N4CtFexKyjwr6tq2ZNhXsVbDEK9BVK?kFnqUNuzqttA Scale = 1:54.9 1 2 3 5 6 7 8 9 10 11 12 13 4 19 18 17 16 15 14 20 21 22 23 24 6x8 ST1.5x8 STP 6x8 5x6 4x6 4x6 6x12 MT20HS3x4 3x8 7x10 3x6 3x6 3x8 6x8 3x4 2x4 2x4 6x12 MT20HS WB 5x6 3x6 4-2-47-8-0 7-6-8 7-6-8 12-4-4 4-9-12 20-3-12 7-11-8 24-8-8 4-4-12 29-8-0 4-11-8 -1-0-0 1-0-0 7-6-8 7-6-8 10-2-8 2-8-0 12-4-4 2-1-12 13-7-6 1-3-2 14-5-8 0-10-2 16-4-0 1-10-8 18-2-8 1-10-8 19-0-10 0-10-2 20-3-12 1-3-2 24-8-8 4-4-12 29-8-0 4-11-8 0-4-83-6-34-4-36-0-130-6-34-4-35.00 12 Plate Offsets (X,Y)-- [3:0-2-12,Edge], [4:0-3-0,0-2-4], [5:0-4-0,0-2-8], [6:0-1-7,Edge], [11:0-3-0,Edge], [16:0-3-8,0-4-4], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.66 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.67 0.11 0.25 (loc) 16-17 16-17 13 17 l/defl >999 >524 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 168 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP M 31, 5-8,8-11: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 *Except* 15-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-17,7-9,10-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-3 oc bracing. JOINTS 1 Brace at Jt(s): 5, 20 REACTIONS. (size)2=0-8-0, 13=0-4-0 Max Horz 2=279(LC 11) Max Uplift 2=-495(LC 12), 13=-334(LC 12) Max Grav 2=1874(LC 18), 13=1863(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3764/945, 3-5=-2785/845, 5-6=-3084/621, 6-7=-3175/749, 7-8=0/404, 8-9=0/369, 9-10=-3200/761, 10-12=-3679/707, 12-13=-3855/953, 3-4=-643/203, 4-6=-578/194 BOT CHORD 2-19=-781/3550, 17-19=-693/4028, 16-17=-415/3375, 14-16=-767/3437, 13-14=-767/3429 WEBS 3-19=0/921, 5-19=-1147/0, 5-17=-1463/487, 6-17=0/1688, 7-20=-3772/649, 9-20=-3772/649, 10-16=0/1019, 12-16=-346/411, 12-14=-292/0, 8-20=-29/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-6-8, Exterior(2E) 9-6-8 to 11-11-6, Interior(1) 11-11-6 to 16-4-0, Exterior(2R) 16-4-0 to 22-4-0, Interior(1) 22-4-0 to 29-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 400.0lb AC unit load placed on the bottom chord, 16-4-0 from left end, supported at two points, 2-0-0 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). 6-7, 9-10, 7-20, 9-20, 4-6 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=495, 13=334. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 January 28,2021 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 2516936-GROZA-BRIGGS Truss C6 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T22636298 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:27 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-N4CtFexKyjwr6tq2ZNhXsVbDEK9BVK?kFnqUNuzqttA NOTES- 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2516936-GROZA-BRIGGS Truss C7 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T22636299 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-rHlFS_xyj12ij0PE74CmOi7MUkQaEnluURa1vKzqtt9 Scale = 1:52.8 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 4x6 ST1.5x8 STP 5x6 4x6 4x6 5x8 WB3x4 4x6 10x12 3x8 5x6 3x6 3x6 2x4 6x8 3x4 2x4 2x4 6x12 MT20HS WB 5x6 2x4 4-2-47-8-0 7-6-8 7-6-8 11-6-8 4-0-0 12-4-4 0-9-12 20-3-12 7-11-8 24-8-8 4-4-12 29-8-0 4-11-8 -1-0-0 1-0-0 7-6-8 7-6-8 10-2-8 2-8-0 11-6-8 1-4-0 12-4-4 0-9-12 13-7-6 1-3-2 14-5-8 0-10-2 16-4-0 1-10-8 18-2-8 1-10-8 19-0-10 0-10-2 20-3-12 1-3-2 24-8-8 4-4-12 29-8-0 4-11-8 0-4-86-0-130-6-35-2-35.00 12 Plate Offsets (X,Y)-- [6:0-9-12,0-5-4], [11:0-3-0,Edge], [16:0-3-8,0-4-8], [17:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.90 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.54 0.11 0.16 (loc) 16-17 16-17 13 16-17 l/defl >999 >651 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 172 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.1, 11-13,4-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 13-15: 2x4 SP M 31, 15-19: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-17,7-9,10-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. JOINTS 1 Brace at Jt(s): 21 REACTIONS. (size)2=0-8-0, 13=0-4-0 Max Horz 2=279(LC 11) Max Uplift 2=-511(LC 12), 13=-344(LC 12) Max Grav 2=1850(LC 18), 13=1849(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3618/1083, 3-4=-2346/903, 5-6=-2477/28, 6-7=-1604/272, 7-8=-197/253, 8-9=-379/328, 9-10=-3082/801, 10-12=-3506/748, 12-13=-3853/1008, 4-7=-2219/911 BOT CHORD 2-20=-930/3400, 18-20=-454/3198, 17-18=-450/3198, 16-17=-450/3198, 14-16=-818/3420, 13-14=-818/3416 WEBS 3-20=-141/413, 6-17=0/1776, 7-21=-3180/593, 9-21=-3181/594, 10-16=0/834, 12-16=-413/427, 5-18=-1029/0, 4-5=-272/895, 3-5=-1443/508, 5-20=-639/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-6-8, Exterior(2E) 11-6-8 to 13-11-6, Interior(1) 13-11-6 to 16-4-0, Exterior(2R) 16-4-0 to 22-4-0, Interior(1) 22-4-0 to 29-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 400.0lb AC unit load placed on the bottom chord, 16-4-0 from left end, supported at two points, 2-0-0 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). 9-10, 7-21, 9-21 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=511, 13=344.Continued on page 2 January 28,2021 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 2516936-GROZA-BRIGGS Truss C7 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T22636299 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:28 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-rHlFS_xyj12ij0PE74CmOi7MUkQaEnluURa1vKzqtt9 NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2516936-GROZA-BRIGGS Truss C8 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T22636300 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-KTJdgKyaULAZLAzQhnj?xwgbi8pfzGO1j5JbSnzqtt8 Scale = 1:52.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 5x6 ST1.5x8 STP 4x6 4x6 5x6 4x6 6x12 MT20HS WB2x4 6x8 3x6 3x6 6x8 3x4 2x4 2x4 2x4 6x12 MT20HS WB 5-11-8 5-11-8 11-4-4 5-4-12 13-6-8 2-2-4 16-5-8 2-11-0 18-7-12 2-2-4 24-0-8 5-4-12 29-8-0 5-7-8 -1-0-0 1-0-0 5-11-8 5-11-8 11-4-4 5-4-12 13-6-8 2-2-4 16-5-8 2-11-0 18-7-12 2-2-4 24-0-8 5-4-12 29-8-0 5-7-8 0-4-86-0-30-6-36-0-35.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [12:0-3-8,0-4-4], [13:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.72 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.48 0.10 -0.28 (loc) 13-15 12-13 9 13-15 l/defl >999 >725 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 154 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-13,4-7,7-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. JOINTS 1 Brace at Jt(s): 16, 17 REACTIONS. (size)9=0-4-0, 2=0-8-0 Max Horz 2=277(LC 11) Max Uplift 9=-367(LC 12), 2=-487(LC 12) Max Grav 9=1787(LC 19), 2=1881(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3778/1000, 3-4=-3278/651, 4-5=-851/348, 5-6=-769/335, 6-7=-856/352, 7-8=-3274/671, 8-9=-3730/984 BOT CHORD 2-15=-835/3559, 13-15=-834/3557, 12-13=-340/3028, 10-12=-809/3303, 9-10=-809/3303 WEBS 3-13=-584/546, 4-13=0/864, 4-16=-2210/401, 16-17=-2173/400, 7-17=-2208/404, 7-12=0/845, 8-12=-540/547 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-6-8, Exterior(2E) 13-6-8 to 16-5-8, Exterior(2R) 16-5-8 to 24-11-5, Interior(1) 24-11-5 to 29-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 400.0lb AC unit load placed on the bottom chord, 15-0-0 from left end, supported at two points, 2-0-0 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). 4-16, 16-17, 7-17 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=367, 2=487. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.January 28,2021 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 2516936-GROZA-BRIGGS Truss C9 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22636301 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-GsRO4?_q0yQHaU7poClT0LlqSyVhRC_KAPohWfzqtt6 Scale = 1:53.8 1 2 3 4 6 5 7 9 8 10 15 14 13 12 11 29 30 31 3x6 ST1.5x8 STP 5x6 5x8 5x6 3x6 3x6 4x6 3x8 3x4 5x8 4x6 5-8-0 5-8-0 11-11-4 6-3-4 18-0-12 6-1-8 24-4-0 6-3-4 29-8-0 5-4-0 -1-0-0 1-0-0 5-8-0 5-8-0 11-11-4 6-3-4 18-0-12 6-1-8 24-4-0 6-3-4 29-8-0 5-4-0 0-4-86-7-80-6-32-8-135.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [7:0-3-0,0-3-0], [10:Edge,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.75 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.44 0.13 0.27 (loc) 12-14 12-14 10 12-14 l/defl >999 >792 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 184 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. Except: 1 Row at midpt 3-5, 5-7, 7-9 BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. JOINTS 1 Brace at Jt(s): 7, 5 REACTIONS. (size)2=0-8-0, 10=0-4-0 Max Horz 2=305(LC 11) Max Uplift 2=-729(LC 12), 10=-612(LC 12) Max Grav 2=1408(LC 1), 10=1310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2886/1619, 3-6=-909/683, 3-5=-2259/1026, 5-7=-2259/1026, 7-9=-2246/990, 6-9=-909/682, 9-10=-2857/1612 BOT CHORD 2-15=-1434/2724, 14-15=-1441/2711, 12-14=-1287/2873, 11-12=-1397/2547, 10-11=-1391/2561 WEBS 3-14=0/624, 7-14=-269/292, 9-12=0/648 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 29-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=729, 10=612. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 28,2021 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 2516936-GROZA-BRIGGS Truss C10 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 Job Reference (optional) T22636302 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-cYjrZvqIrGw_8eDV5hYfXpFpR6R4dbBZPXu35MzqttI Scale = 1:54.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 4x6 ST1.5x8 STP 6x12 MT20HS 4x10 MT20HS 6x12 MT20HS 5x6 5x6 8x14 MT20HS WB5x8 2x4 5x8 5x6 3x6 3x4 5x8 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED LUS24 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-4-0 5-4-0 11-8-4 6-4-4 16-6-4 4-10-0 21-4-4 4-10-0 26-4-0 4-11-12 29-8-0 3-4-0 -1-0-0 1-0-0 5-4-0 5-4-0 7-0-0 1-8-0 11-8-4 4-8-4 16-6-4 4-10-0 21-4-4 4-10-0 26-4-0 4-11-12 29-8-0 3-4-0 0-4-81-10-132-7-30-6-31-10-135.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-1], [7:0-5-0,Edge], [9:0-9-12,0-2-8], [10:0-1-4,0-1-2], [12:0-3-8,0-2-8], [16:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.61 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.54 -1.21 0.11 0.88 (loc) 13-15 13-15 10 13-15 l/defl >643 >289 n/a >398 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 159 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7,7-9: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 9-12,4-15,8-13,5-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. REACTIONS. (size)10=0-4-0, 2=0-8-0 Max Horz 2=117(LC 24) Max Uplift 10=-875(LC 8), 2=-996(LC 8) Max Grav 10=1718(LC 1), 2=1794(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3741/1912, 3-4=-3639/1921, 4-5=-8500/4574, 5-6=-8253/4366, 6-8=-8253/4366, 8-9=-6640/3492, 9-10=-3702/1876 BOT CHORD 2-16=-1666/3349, 15-16=-3113/5983, 13-15=-4481/8500, 12-13=-3400/6640, 11-12=-1645/3313, 10-11=-1644/3292 WEBS 3-16=-1332/2633, 4-16=-3567/1959, 9-11=-10/304, 9-12=-1835/3479, 4-15=-1439/2699, 8-12=-929/625, 5-15=-306/227, 8-13=-916/1692, 5-13=-258/271, 6-13=-396/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=875, 2=996. 9) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 10-8-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 January 28,2021 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 2516936-GROZA-BRIGGS Truss C10 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 Job Reference (optional) T22636302 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:19 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-cYjrZvqIrGw_8eDV5hYfXpFpR6R4dbBZPXu35MzqttI 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, 4-9=-70, 9-10=-70, 2-10=-20 Concentrated Loads (lb) Vert: 7=-25(F) 13=-13(F) 6=-25(F) 17=-25(F) 19=-25(F) 20=-25(F) 21=-25(F) 22=-25(F) 23=-28(F) 24=-13(F) 25=-437(F) 26=-13(F) 27=-13(F) 28=-13(F) 29=-13(F) 30=-13(F) 31=-13(F) 32=-13(F) 33=-34(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 2516936-GROZA-BRIGGS Truss CJ1 Truss Type CORNER JACK Qty 20 Ply 1 Job Reference (optional) T22636303 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-k2?mIL_SnGY8Cei?MwGiZYIC9L0VAi4TP3YF26zqtt5 Scale = 1:6.7 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-80-9-80-5-10-9-85.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=61(LC 12) Max Uplift 3=-11(LC 1), 2=-160(LC 12) Max Grav 3=26(LC 12), 2=162(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=160. January 28,2021 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 2516936-GROZA-BRIGGS Truss CJ2 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T22636304 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-k2?mIL_SnGY8Cei?MwGiZYIAyL?AAi4TP3YF26zqtt5 Scale = 1:11.0 1 2 32x4 3-0-0 3-0-0 3-0-0 3-0-0 0-4-81-7-81-3-11-7-85.00 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 0.29 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=78(LC 12) Max Uplift 1=-43(LC 12), 2=-93(LC 12) Max Grav 1=137(LC 17), 2=119(LC 17), 3=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. January 28,2021 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 2516936-GROZA-BRIGGS Truss CJ3 Truss Type CORNER JACK Qty 12 Ply 1 Job Reference (optional) T22636305 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-CEZ8Vh?4YZh?qoHCwdox5mqMllLhv9KdejHobYzqtt4 Scale = 1:11.0 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-81-7-81-3-11-7-85.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=110(LC 12) Max Uplift 3=-57(LC 12), 2=-178(LC 12) Max Grav 3=85(LC 17), 2=241(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=178. January 28,2021 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 2516936-GROZA-BRIGGS Truss CJ5 Truss Type CORNER JACK Qty 6 Ply 1 Job Reference (optional) T22636306 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-gR7Wj10jJtpsRxsOULJAezNOt9d1ecamsN1M7_zqtt3 Scale = 1:15.1 1 2 3 4 4x6 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-82-5-80-4-72-1-12-5-85.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.71 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=161(LC 12) Max Uplift 3=-132(LC 12), 2=-197(LC 12) Max Grav 3=177(LC 17), 2=326(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=132, 2=197. January 28,2021 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 2516936-GROZA-BRIGGS Truss D1 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T22636307 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-8dguwN1L3Bxj35Ra12qPBBwcEZwtNunw51mvfQzqtt2 Scale = 1:41.0 1 2 3 4 5 6 13 12 11 10 9 8 7 15 16 17 18 14 4x6 ST1.5x8 STP 2x4 4x6 3x6 2x4 3x4 3x4 2x4 3x8 3x8 3x6 5-7-6 5-7-6 10-8-0 5-0-10 17-3-8 6-7-8 17-9-8 0-6-0 22-5-8 4-8-0 -1-0-0 1-0-0 5-7-6 5-7-6 10-8-0 5-0-10 17-9-8 7-1-8 22-5-8 4-8-0 0-4-84-9-133-9-131-0-05.00 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-SH 0.54 0.48 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.02 0.05 (loc) 10-11 10-11 14 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-3-8, 14=0-3-8 Max Horz 2=364(LC 11) Max Uplift 2=-477(LC 12), 10=-585(LC 9), 14=-150(LC 12) Max Grav 2=861(LC 17), 10=1104(LC 1), 14=220(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1359/814, 3-4=-828/577, 4-5=-764/583, 7-14=-250/182 BOT CHORD 2-13=-983/1289, 11-13=-983/1289 WEBS 3-11=-668/522, 5-11=-626/875, 8-10=-1079/801, 5-8=-1035/826 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-8-0, Exterior(2R) 10-8-0 to 19-1-13, Interior(1) 19-1-13 to 22-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=477, 10=585, 14=150. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). January 28,2021 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 2516936-GROZA-BRIGGS Truss D2 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T22636308 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-cpEH8j2zqU3ZhF0mbmLfjOShvzB76RM3KgWSBtzqtt1 Scale = 1:40.8 1 2 3 4 5 6 11 10 9 8 713 14 15 12 5x6 ST1.5x8 STP 2x4 3x6 2x4 3x6 5x8 2x4 3x8 3x6 8-8-0 8-8-0 17-3-8 8-7-8 17-9-8 0-6-0 22-5-8 4-8-0 -1-0-0 1-0-0 4-7-6 4-7-6 8-8-0 4-0-10 13-2-12 4-6-12 17-9-8 4-6-12 22-5-8 4-8-0 0-4-83-11-132-11-131-0-05.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [11:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.80 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 0.02 0.05 (loc) 10-11 10-11 12 2-11 l/defl >999 >696 n/a >999 L/d 360 240 n/a 240 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 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)2=0-8-0, 10=0-3-8, 12=0-3-8 Max Horz 2=301(LC 11) Max Uplift 2=-465(LC 12), 10=-589(LC 9), 12=-103(LC 12) Max Grav 2=849(LC 17), 10=1126(LC 1), 12=178(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1316/844, 3-4=-991/652, 4-5=-923/653 BOT CHORD 2-11=-983/1249 WEBS 3-11=-381/404, 5-11=-665/1004, 8-10=-1048/759, 5-8=-1002/782 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-8-0, Exterior(2R) 8-8-0 to 17-1-12, Interior(1) 17-1-12 to 22-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=465, 10=589, 12=103. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). January 28,2021 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 2516936-GROZA-BRIGGS Truss D3 Truss Type COMMON Qty 4 Ply 1 Job Reference (optional) T22636309 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-50ofL32bboBQIPbz9TsuGc?uYMWOrx?CYKF0kJzqtt0 Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 5x8 ST1.5x8 STP 5x6 3x4 3x4 4x6 5x8 8-11-0 8-11-0 17-3-8 8-4-8 -1-0-0 1-0-0 5-5-7 5-5-7 8-11-0 3-5-9 12-4-9 3-5-9 17-3-8 4-10-15 0-4-84-1-10-7-35.00 12 Plate Offsets (X,Y)-- [5:0-1-5,0-2-12], [6:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.86 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.32 0.03 0.20 (loc) 2-6 2-6 5 2-6 l/defl >999 >625 n/a >991 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 4-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. REACTIONS. (size)5=0-3-8, 2=0-8-0 Max Horz 2=187(LC 11) Max Uplift 5=-349(LC 12), 2=-471(LC 12) Max Grav 5=753(LC 1), 2=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1167/885, 3-5=-1148/918 BOT CHORD 2-6=-642/958, 5-6=-642/958 WEBS 3-6=-14/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-11-0, Exterior(2R) 8-11-0 to 14-11-0, Interior(1) 14-11-0 to 17-1-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 5=349, 2=471. January 28,2021 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 2516936-GROZA-BRIGGS Truss D5 Truss Type COMMON Qty 4 Ply 1 Job Reference (optional) T22636310 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-50ofL32bboBQIPbz9TsuGc?y7MWLrxtCYKF0kJzqtt0 Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 5x8 ST1.5x8 STP 5x6 4x6 5x8 8-11-0 8-11-0 17-6-0 8-7-0 -1-0-0 1-0-0 5-5-7 5-5-7 8-11-0 3-5-9 12-4-9 3-5-9 17-6-0 5-1-7 0-4-84-1-10-6-35.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.86 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.30 0.03 0.20 (loc) 4-5 2-5 4 4-5 l/defl >999 >672 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. REACTIONS. (size)4=0-4-0, 2=0-8-0 Max Horz 2=187(LC 11) Max Uplift 4=-353(LC 12), 2=-475(LC 12) Max Grav 4=761(LC 1), 2=862(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1207/909, 3-4=-1208/932 BOT CHORD 2-5=-669/996, 4-5=-669/996 WEBS 3-5=-26/414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-11-0, Exterior(2R) 8-11-0 to 14-11-0, Interior(1) 14-11-0 to 17-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 4=353, 2=475. January 28,2021 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 2516936-GROZA-BRIGGS Truss D6 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T22636311 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ZCM1YP3DM6JHwZ99jAN7opYASmwUaLxMn_?ZGlzqtt? Scale = 1:30.5 1 2 3 4 6 5 7 8 10 9 11 14 13 12 15 16 17 18 4x6 ST1.5x8 STP 5x8 5x8 2x4 3x4 2x4 7x10 3x8 6x8 2x4 2x4 2x4 2x4 NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED 4-0-0 4-0-0 8-11-0 4-11-0 14-8-8 5-9-8 -1-0-0 1-0-0 4-0-0 4-0-0 6-11-0 2-11-0 8-11-0 2-0-0 10-11-0 2-0-0 13-10-0 2-11-0 14-8-8 0-10-8 0-4-82-0-84-1-11-8-22-0-85.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.61 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.03 0.07 (loc) 13-14 13-14 12 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-13 oc bracing. JOINTS 1 Brace at Jt(s): 7, 5 REACTIONS. (size)2=0-8-0, 12=Mechanical Max Horz 2=151(LC 7) Max Uplift 2=-667(LC 8), 12=-474(LC 8) Max Grav 2=1058(LC 29), 12=870(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1999/1153, 3-4=-858/457, 4-6=-789/487, 3-5=-378/229, 5-7=-378/229, 7-8=-378/229, 8-10=-376/227, 6-9=-797/484, 9-10=-851/455 BOT CHORD 2-14=-1085/1885, 13-14=-1058/1835, 12-13=-319/535 WEBS 3-14=-193/336, 3-13=-744/522, 7-13=-4/281, 10-13=-275/670, 10-12=-966/632, 6-7=-153/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 2=667, 12=474. 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 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) 241 lb down and 258 lb up at 4-0-0 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 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 6-10=-70, 10-11=-70, 2-12=-20 Continued on page 2 January 28,2021 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 2516936-GROZA-BRIGGS Truss D6 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T22636311 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:39 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1OwPmk4r7PR8YjkLGuuML14LCAGjJoBV0ek7oCzqtt_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-39(B) 3=-39(B) 10=-39(B) 14=-212(B) 13=-16(B) 4=-39(B) 9=-39(B) 15=-16(B) 16=-16(B) 17=-16(B) 18=-16(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 2516936-GROZA-BRIGGS Truss EJ3 Truss Type JACK-OPEN Qty 2 Ply 1 Job Reference (optional) T22636312 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1OwPmk4r7PR8YjkLGuuML14NFAO5JtpV0ek7oCzqtt_ Scale = 1:11.0 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-81-7-81-3-11-7-85.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=110(LC 12) Max Uplift 3=-57(LC 12), 2=-178(LC 12) Max Grav 3=85(LC 17), 2=241(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=178. January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ4 Truss Type JACK-OPEN Qty 9 Ply 1 Job Reference (optional) T22636313 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-zn2ABQ56f1hsn0ukOJxqQSAiY_3onnJoTyDDs4zqtsy Scale = 1:12.3 1 2 3 4 4x6 ST1.5x8 STP 3-8-0 3-8-0 -1-0-0 1-0-0 3-8-0 3-8-0 0-4-81-10-131-6-71-10-135.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=127(LC 12) Max Uplift 3=-84(LC 12), 2=-183(LC 12) Max Grav 3=117(LC 17), 2=268(LC 17), 4=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=183. January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ5 Truss Type JACK-OPEN Qty 5 Ply 1 Job Reference (optional) T22636314 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NMjIpS8_yy3ReUdJ3RUX24oCRB42_72E9wStTPzqtsv Scale = 1:13.0 1 2 3 4 4x6 ST1.5x8 STP 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-4-82-0-81-8-12-0-85.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=136(LC 12) Max Uplift 3=-96(LC 12), 2=-186(LC 12) Max Grav 3=132(LC 17), 2=282(LC 17), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=186. January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ7 Truss Type JACK-OPEN Qty 7 Ply 1 Job Reference (optional) T22636315 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-CW4Z4VClXoqaMP4TQibxHL25Mc_5OrY7YsvCg3zqtsp Scale = 1:21.3 1 2 5 3 44x6 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-83-3-82-11-13-3-85.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.75 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.20 -0.00 0.16 (loc) 2-4 2-4 3 2-4 l/defl >997 >395 n/a >489 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=211(LC 12) Max Uplift 3=-176(LC 12), 2=-223(LC 12) Max Grav 3=243(LC 17), 2=417(LC 17), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=176, 2=223. January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ31 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T22636316 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 15:27:22 2021 Page 1 Builders FirstSource, Fort Piece, FL 34945 ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RbEqrsIH52GbDm3TYabG24s4_5qzGPFpB2HHnQzqoTJ Scale = 1:9.9 1 2 3 456 3x4 ST1.5x8 STP 2x4 4x6 4x6 NAILED HHUS26-2 1-10-14 1-10-14 3-6-8 1-7-10 2-6-8 2-6-8 3-6-8 1-0-0 0-4-81-5-35.00 12 Plate Offsets (X,Y)-- [1:0-3-12,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.52 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.04 -0.00 (loc) 1-4 1-4 4 l/defl >999 >950 n/a L/d 240 240 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=938/0-8-0, 4=780/Mechanical Max Horz 1=81(LC 5) Max Uplift 1=-285(LC 8), 4=-271(LC 8) Max Grav 1=1021(LC 25), 4=856(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 285 lb uplift at joint 1 and 271 lb uplift at joint 4. 8) Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 1-8-0 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) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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, 2-3=-70, 1-4=-20 Concentrated Loads (lb) Vert: 5=-1393(B) 6=-50(F) January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ41 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T22636317 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RzcYOm6kQKpjPATwy0S3zfiuINHKWEZxicznOWzqtsx Scale = 1:12.3 1 2 345 3x4 ST1.5x8 STP 2x4 2x4 NAILED LUS24 3-8-0 3-8-0 3-8-0 3-8-0 0-4-81-10-135.00 12 Plate Offsets (X,Y)-- [1:0-3-12,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.62 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 3=Mechanical Max Horz 1=88(LC 8) Max Uplift 1=-342(LC 8), 3=-298(LC 8) Max Grav 1=597(LC 1), 3=463(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1=342, 3=298. 7) Use Simpson Strong-Tie LUS24 (4-SD9112 Girder, 2-SD9212 Truss, Single Ply Girder) or equivalent at 1-8-12 from the left end to connect truss(es) to back 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 3-12d (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: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 4=-109(B) 5=-658(B) January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ42 Truss Type JACK-OPEN Qty 1 Ply 1 Job Reference (optional) T22636318 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RzcYOm6kQKpjPATwy0S3zfityNP1WEZxicznOWzqtsx Scale = 1:11.4 1 2 3 4 5 3x4 ST1.5x8 STP 4x6 3x4 1-11-10 1-11-10 3-8-0 1-8-6 -1-0-0 1-0-0 3-2-8 3-2-8 3-8-0 0-5-8 0-4-81-8-91-7-11-6-71-8-95.00 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-P 0.32 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.01 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=119(LC 12) Max Uplift 4=-82(LC 12), 2=-188(LC 12) Max Grav 4=119(LC 17), 2=271(LC 17), 5=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=188. January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ43 Truss Type JACK-OPEN Qty 1 Ply 1 Job Reference (optional) T22636319 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-v99wc67MBexa0K27VkzIVtF39njgFhH5xGjKwzzqtsw Scale = 1:9.3 1 2 3 6 4 5 4x6 ST1.5x8 STP 3x4 2x4 1-4-0 1-4-0 3-8-0 2-4-0 -1-0-0 1-0-0 1-4-0 1-4-0 3-8-0 2-4-0 0-4-80-11-30-7-110-11-35.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.23 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 -0.01 (loc) 6 5-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=71(LC 12) Max Uplift 4=-59(LC 8), 2=-202(LC 12), 5=-3(LC 9) Max Grav 4=79(LC 1), 2=260(LC 17), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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, 5 except (jt=lb) 2=202. January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ51 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Job Reference (optional) T22636320 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NMjIpS8_yy3ReUdJ3RUX24oAZByF_6hE9wStTPzqtsv Scale = 1:15.0 1 2 3 4 6 5 7 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 5x8 3x4 2x4 LUS26 3-0-0 3-0-0 6-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-4-81-7-85.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.65 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.05 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=115(LC 8) Max Uplift 5=-440(LC 8), 2=-385(LC 8) Max Grav 5=808(LC 1), 2=613(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-615/287, 3-4=-527/283 BOT CHORD 2-6=-279/509, 5-6=-283/527 WEBS 3-6=-191/295 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 5=440, 2=385. 7) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 7=-838(F) January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ52 Truss Type HALF HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T22636321 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-sYHg0o8cjFBIGeCVd9?maIKL1bPKjaNOOaCR?rzqtsu Scale = 1:13.3 1 2 3 4 6 5 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 2x4 2x4 2x4 1-4-0 1-4-0 6-0-0 4-8-0 -1-0-0 1-0-0 1-4-0 1-4-0 6-0-0 4-8-0 0-4-80-11-35.00 12 Plate Offsets (X,Y)-- [2:0-4-10,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.21 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.02 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=71(LC 12) Max Uplift 5=-110(LC 9), 2=-239(LC 12) Max Grav 5=233(LC 1), 2=349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-373/327, 3-4=-339/298, 4-5=-212/301 BOT CHORD 2-6=-343/350, 5-6=-298/339 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 5=110, 2=239. January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ53 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T22636322 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Kkr3E89EUZJ9unnhBsX?7VtS5?j4S1YXdEx_XIzqtst Scale = 1:18.6 1 2 5 3 4 4x6 ST1.5x8 STP 5-10-0 5-10-0 -1-0-0 1-0-0 5-10-0 5-10-0 0-4-82-9-112-5-42-9-115.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.75 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >622 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=182(LC 12) Max Uplift 3=-161(LC 12), 2=-207(LC 12) Max Grav 3=214(LC 17), 2=364(LC 17), 4=109(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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=161, 2=207. January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ61 Truss Type HALF HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T22636323 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Kkr3E89EUZJ9unnhBsX?7VtZf?lmS18XdEx_XIzqtst Scale = 1:13.7 1 2 3 4 6 5 4x6 ST1.5x8 STP 2x4 3x4 2x4 2x4 Special Special 3-0-0 3-0-0 5-3-0 2-3-0 -1-0-0 1-0-0 3-0-0 3-0-0 5-3-0 2-3-0 0-4-81-7-85.00 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.20 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.00 (loc) 6 2-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=113(LC 8) Max Uplift 5=-104(LC 5), 2=-224(LC 8) Max Grav 5=226(LC 25), 2=353(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 5=104, 2=224. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 lb down and 186 lb up at 3-0-0 on top chord, and 46 lb down at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-5(B) 6=-3(B) January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ62 Truss Type JACK-OPEN Qty 1 Ply 1 Job Reference (optional) T22636324 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-G7zpfpBV0AZt75w4IHZTCwynwoPowx2q4YQ5cAzqtsr Scale = 1:16.2 1 2 3 4 4x6 ST1.5x8 STP 5-3-0 5-3-0 -1-0-0 1-0-0 5-0-0 5-0-0 5-3-0 0-3-0 0-4-82-5-82-2-52-5-85.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.80 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >875 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=167(LC 12) Max Uplift 3=-141(LC 12), 2=-200(LC 12) Max Grav 3=188(LC 17), 2=337(LC 17), 4=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=141, 2=200. January 28,2021 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 2516936-GROZA-BRIGGS Truss EJ63 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T22636325 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-CW4Z4VClXoqaMP4TQibxHL23lc5tOrY7YsvCg3zqtsp Scale = 1:15.6 1 2 3 2x4 5-3-0 5-3-0 5-3-0 5-3-0 0-4-82-6-122-2-52-6-125.00 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-P 0.97 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >781 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=135(LC 12) Max Uplift 1=-76(LC 12), 2=-161(LC 12) Max Grav 1=240(LC 17), 2=208(LC 17), 3=101(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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 except (jt=lb) 2=161. January 28,2021 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 2516936-GROZA-BRIGGS Truss G1 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 Job Reference (optional) T22636326 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-8uCKUBE?3P4IciErX7dPNm7aPPmTsi2Q?AOJlxzqtsn Scale = 1:19.8 1 2 3 4 5 6 9 8 7 10 11 12 13 4x6 ST1.5x8 STP 4x6 4x6 2x4 3x4 3x4 2x4 4x6 NAILED NAILED Special NAILED NAILED Special 3-8-0 3-8-0 7-0-0 3-4-0 9-0-0 2-0-0 10-8-0 1-8-0 -1-0-0 1-0-0 3-8-0 3-8-0 7-0-0 3-4-0 9-0-0 2-0-0 10-8-0 1-8-0 0-4-81-0-131-10-131-0-131-10-135.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.37 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.02 0.05 (loc) 8 8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=79(LC 8) Max Uplift 7=-443(LC 8), 2=-576(LC 8) Max Grav 7=699(LC 30), 2=836(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1374/885, 3-4=-1226/852, 4-5=-1314/876 BOT CHORD 2-9=-785/1212, 8-9=-802/1239, 7-8=-790/1182 WEBS 3-9=-194/343, 4-8=-152/277, 5-7=-1254/857 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 7=443, 2=576. 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) 222 lb down and 223 lb up at 3-8-0, and 222 lb down and 223 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 5-6=-70, 2-7=-20 Concentrated Loads (lb) Vert: 9=-192(F) 8=-192(F) 10=-25(F) 11=-25(F) 12=-13(F) 13=-13(F) January 28,2021 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 2516936-GROZA-BRIGGS Truss HJ3 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 Job Reference (optional) T22636327 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-d5miiXFdqjC9Dsp25q9ev_fi3p6KbCHZEq8sHOzqtsm Scale = 1:13.7 1 2 5 3 6 7 4 2x4 NAILED NAILED NAILED NAILED NAILED 5-1-8 5-1-8 -1-5-0 1-5-0 5-1-8 5-1-8 0-4-81-10-100-4-11-6-81-10-103.54 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-P 0.45 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 -0.04 (loc) 2-4 2-4 3 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=126(LC 24) Max Uplift 3=-115(LC 8), 2=-319(LC 8), 4=-70(LC 4) Max Grav 3=163(LC 28), 2=363(LC 28), 4=127(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=115, 2=319. 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 6=66(F=33, B=33) 7=-88(F=-85, B=-4) January 28,2021 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 2516936-GROZA-BRIGGS Truss HJ5 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T22636328 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1gSrKYHW7eak4KYcmyiLXcHCO17moZ1?woMWujzqtsj Scale = 1:14.3 1 2 3 5 6 4 2x4 NAILED NAILED NAILED NAILED 5-7-2 5-7-2 -1-0-0 1-0-0 5-7-2 5-7-2 0-4-82-0-40-4-11-8-32-0-43.54 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-P 0.57 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.10 -0.00 (loc) 2-4 2-4 3 l/defl >941 >616 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=123(LC 8) Max Uplift 3=-138(LC 8), 2=-294(LC 8), 4=-82(LC 4) Max Grav 3=177(LC 13), 2=354(LC 28), 4=133(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=138, 2=294. 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=66(F=33, B=33) 6=-80(F=-40, B=-40) January 28,2021 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 2516936-GROZA-BRIGGS Truss HJ7 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 Job Reference (optional) T22636329 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-z2ZblEJmfFqSKdh?tNkpc1NXtqgkGKJIN6rdybzqtsh Scale = 1:21.2 1 2 3 7 6 5 4 8 9 10 3x4 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED 5-1-12 5-1-12 9-10-1 4-8-5 -1-5-0 1-5-0 5-1-12 5-1-12 9-10-1 4-8-5 0-4-83-3-52-11-33-3-43.54 12 Plate Offsets (X,Y)-- [2:0-2-0,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.96 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.13 0.02 (loc) 6-7 6-7 6 l/defl >982 >877 n/a L/d 240 240 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=211(LC 8) Max Uplift 4=-109(LC 8), 2=-532(LC 8), 6=-361(LC 8) Max Grav 4=136(LC 28), 2=686(LC 28), 6=550(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1272/762 BOT CHORD 2-7=-847/1190, 6-7=-847/1190 WEBS 3-7=-290/433, 3-6=-1260/898 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=109, 2=532, 6=361. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=66(F=33, B=33) 9=-78(F=-39, B=-39) 10=-274(F=-137, B=-137) January 28,2021 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 2516936-GROZA-BRIGGS Truss HJ21 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T22636330 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-8uCKUBE?3P4IciErX7dPNm7bRPqqsl1Q?AOJlxzqtsn Scale = 1:9.8 1 2 3 5 4 2x4 NAILED NAILED 3-6-6 3-6-6 -1-5-0 1-5-0 3-6-6 3-6-6 0-4-81-5-00-4-11-0-141-5-03.54 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-P 0.25 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 2-4 2-4 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.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=98(LC 8) Max Uplift 3=-51(LC 8), 2=-279(LC 8), 4=-3(LC 4) Max Grav 3=83(LC 13), 2=281(LC 28), 4=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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 4 except (jt=lb) 2=279. 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=66(F=33, B=33) January 28,2021 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 2516936-GROZA-BRIGGS Truss HJ31 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 Job Reference (optional) T22636331 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-5HK4vtFFb0K0r0OEfYgtSBCuYDUcKfXjTUtPpqzqtsl Scale = 1:11.0 1 2 3 5 4 2x4 NAILED NAILED 4-2-3 4-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 0-4-81-7-51-3-31-7-53.54 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-P 0.40 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=1-5-0, 4=Mechanical Max Horz 2=110(LC 8) Max Uplift 3=-98(LC 8), 2=-251(LC 8) Max Grav 3=133(LC 13), 2=290(LC 28), 4=60(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=251. 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=66(F=33, B=33) January 28,2021 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 2516936-GROZA-BRIGGS Truss HJ42 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T22636332 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ZTuS7DGuMKStTAzQCFB6_Pl3SdrG36nsh8dzLGzqtsk Scale = 1:11.0 1 2 3 5 4 2x4 NAILED NAILED 4-2-3 4-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 0-4-81-7-50-4-11-3-31-7-53.54 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-P 0.39 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=110(LC 8) Max Uplift 3=-77(LC 8), 2=-287(LC 8) Max Grav 3=112(LC 13), 2=306(LC 28), 4=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=287. 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=66(F=33, B=33) January 28,2021 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 2516936-GROZA-BRIGGS Truss HJ53 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T22636333 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Vs0DYuI8uxibiU6pKgDa4qqPLQOIX0G99S63Q9zqtsi Scale = 1:18.1 1 2 3 5 6 7 4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED 8-2-4 8-2-4 -1-5-0 1-5-0 4-3-14 4-3-14 8-2-4 3-10-6 0-4-82-9-73.54 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-SH 0.43 0.65 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.21 -0.00 0.19 (loc) 2-4 2-4 3 2-4 l/defl >823 >456 n/a >497 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=184(LC 8) Max Uplift 3=-188(LC 8), 2=-453(LC 8), 4=-285(LC 8) Max Grav 3=240(LC 28), 2=565(LC 28), 4=430(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=188, 2=453, 4=285. 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: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=66(F=33, B=33) 6=-78(F=-39, B=-39) 7=-289(F=-144, B=-144) January 28,2021 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 2516936-GROZA-BRIGGS Truss K1 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T22636334 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RE7zzaJOQZyJxnGBR5F29FvjKE41?i8ScmbAU1zqtsg Scale = 1:22.8 1 2 3 4 6 578 4x6 ST1.5x8 STP 3x6 2x4 6x8 5x8 4x12 HTU26 LUS26 LUS26 3-10-10 3-10-10 7-9-0 3-10-6 3-10-10 3-10-10 7-2-8 3-3-14 7-9-0 0-6-8 0-4-83-4-95.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-10], [3:0-3-0,0-2-4], [5:Edge,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-SH 0.53 0.70 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.10 0.02 (loc) 1-6 1-6 5 l/defl >999 >851 n/a L/d 240 240 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 1 Row at midpt 2-5 REACTIONS. (size)1=0-8-0, 5=Mechanical Max Horz 1=229(LC 5) Max Uplift 1=-1088(LC 8), 5=-929(LC 8) Max Grav 1=2289(LC 1), 5=1920(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3486/1652 BOT CHORD 1-6=-1532/3154, 5-6=-1532/3154 WEBS 2-6=-1118/2459, 2-5=-3387/1683 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1=1088, 5=929. 8) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-3-4 from the left end to connect truss(es) to back face of bottom chord. 9) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 4-1-12 from the left end to 6-1-12 to connect truss(es) to back face of bottom chord. 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: 1-3=-70, 3-4=-70, 1-5=-20 Continued on page 2 January 28,2021 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 2516936-GROZA-BRIGGS Truss K1 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T22636334 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:18:59 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RE7zzaJOQZyJxnGBR5F29FvjKE41?i8ScmbAU1zqtsg LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-856(B) 7=-1843(B) 8=-856(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 2516936-GROZA-BRIGGS Truss K2 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T22636335 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-vRhLAwK0Bs4AZxrO?onHhSSwTePqkLfbrPKk1Uzqtsf Scale = 1:20.2 1 2 3 4 6 5 7 8 9 10 2x4 ST1.5x8 STP 3x4 3x4 2x4 5x8 NAILED NAILED NAILED NAILED 5-3-0 5-3-0 7-9-0 2-6-0 -1-0-0 1-0-0 5-3-0 5-3-0 7-9-0 2-6-0 0-4-82-6-125.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.66 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.10 0.01 (loc) 2-6 2-6 5 l/defl >999 >913 n/a L/d 240 240 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=184(LC 5) Max Uplift 5=-279(LC 5), 2=-347(LC 8) Max Grav 5=580(LC 25), 2=588(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-546/220 BOT CHORD 2-6=-236/476, 5-6=-239/496 WEBS 3-6=-54/391, 3-5=-671/281 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 5=279, 2=347. 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 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 7=-122(F) 8=-187(F) 9=-29(F) 10=-35(F) January 28,2021 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 2516936-GROZA-BRIGGS Truss L1 Truss Type ROOF SPECIAL Qty 2 Ply 1 Job Reference (optional) T22636336 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-OdFkNGLeyAC0B5QaZWIWEg?6c2tkTirk434HZwzqtse Scale = 1:29.2 1 2 3 4 5 14 13 12 11 10 9 8 7 6 3x6 7x10 3x6 3x6 3x6 6x8 0-7-8 0-7-8 0-9-4 0-1-12 1-5-0 0-7-12 3-3-0 1-10-0 5-3-8 2-0-8 6-1-0 0-9-8 6-6-0 0-5-0 0-9-4 0-9-4 1-5-0 0-7-12 3-3-0 1-10-0 5-3-8 2-0-8 6-6-0 1-2-8 3-0-154-5-33-0-151-0-05.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [9:0-5-0,0-1-12] 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-SH 0.35 0.17 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.02 0.01 (loc) 9-10 9-10 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-12,8-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 13=0-3-8 Max Horz 13=-60(LC 10) Max Uplift 7=-119(LC 12), 13=-165(LC 12) Max Grav 7=278(LC 1), 13=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-167/250, 3-4=-170/263, 5-6=-254/141 WEBS 7-9=-464/707, 4-9=-399/655, 11-13=-342/679, 2-11=-318/608 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 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) 7=119, 13=165. January 28,2021 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 2516936-GROZA-BRIGGS Truss L2 Truss Type ROOF SPECIAL Qty 2 Ply 1 Job Reference (optional) T22636337 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-spp6bcMHjUKtoF?m6DplntXGVRBqC5uuIjpq5Mzqtsd Scale = 1:29.2 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 3x6 2x4 3x4 3x4 2x4 7x10 2x4 3x4 2x4 2x4 3x6 2x4 3x6 3x4 0-7-8 0-7-8 0-9-4 0-1-12 1-5-0 0-7-12 3-3-0 1-10-0 5-3-8 2-0-8 6-1-0 0-9-8 6-6-0 0-5-0 -1-1-0 1-1-0 0-9-4 0-9-4 1-5-0 0-7-12 3-3-0 1-10-0 5-3-8 2-0-8 6-6-0 1-2-8 7-7-0 1-1-0 3-0-154-5-33-0-151-0-05.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [11:0-5-0,0-1-12] 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-SH 0.41 0.31 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 0.05 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-14,10-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 15=0-3-8 Max Horz 15=-274(LC 10) Max Uplift 9=-218(LC 12), 15=-272(LC 12) Max Grav 9=360(LC 1), 15=381(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-179/257 BOT CHORD 12-13=-159/257, 11-12=-366/400 WEBS 9-11=-557/598, 5-11=-445/614, 13-15=-569/652, 3-13=-525/693 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 9=218, 15=272. January 28,2021 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 2516936-GROZA-BRIGGS Truss L3 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T22636338 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-K0NUoyMvTnSkQPazgwK_J54TDrYhxgg1XNZOepzqtsc Scale = 1:29.1 1 2 3 4 5 9 8 6 7 4x6 2x4 2x4 6x8 6x8 6x8 0-7-0 0-7-0 3-3-0 2-8-0 5-11-0 2-8-0 6-6-0 0-7-0 -1-1-0 1-1-0 3-3-0 3-3-0 6-6-0 3-3-0 7-7-0 1-1-0 3-0-154-5-33-0-155.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-3-0], [4:0-2-9,0-3-0] 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-P 0.28 0.20 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.01 0.00 -0.01 (loc) 7-8 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=5-4-0, 7=0-3-8 Max Horz 8=274(LC 11) Max Uplift 8=-469(LC 12), 7=-164(LC 9) Max Grav 8=731(LC 1), 7=149(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-360/501, 2-8=-333/581, 4-8=-408/665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 8=469, 7=164. January 28,2021 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 2516936-GROZA-BRIGGS Truss L4 Truss Type COMMON Qty 5 Ply 1 Job Reference (optional) T22636339 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-K0NUoyMvTnSkQPazgwK_J54SDrUyxjl1XNZOepzqtsc Scale = 1:16.2 1 2 3 4 5 6 7 3x6 ST1.5x8 STP6x8 4x6 2x4 6x8 4x6 2x4 1-0-0 1-0-0 1-2-0 0-2-0 6-0-0 4-10-0 6-8-0 0-8-0 -1-0-0 1-0-0 3-4-0 3-4-0 6-8-0 3-4-0 7-8-0 1-0-0 0-4-81-9-30-4-85.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-3-0], [4:0-3-0,Edge], [6:0-3-2,0-3-0] 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-P 0.34 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 0.00 0.00 (loc) 2-6 2-6 6 2 l/defl >853 >427 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 1-9-7, Right 2x6 SP No.2 -t 1-9-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-4-0, 6=0-8-0 Max Horz 2=-84(LC 10) Max Uplift 2=-225(LC 12), 6=-245(LC 12) Max Grav 2=359(LC 17), 6=373(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-309/415, 4-6=-309/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=225, 6=245. January 28,2021 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 2516936-GROZA-BRIGGS Truss L5 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T22636340 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-oCxs0INXE5ab2Y99EerDsIddMFqug9_Bm1IxAFzqtsb Scale = 1:16.8 1 2 3 4 5 6 8 7 4x6 ST1.5x8 STP 4x6 2x4 2x4 2x4 3x8 2x4 3x8 NAILED NAILED Special Special 1-0-0 1-0-0 1-2-0 0-2-0 3-0-0 1-10-0 3-8-0 0-8-0 6-0-0 2-4-0 6-8-0 0-8-0 -1-0-0 1-0-0 3-0-0 3-0-0 3-8-0 0-8-0 6-8-0 3-0-0 7-8-0 1-0-0 0-4-81-7-80-4-81-7-85.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-6], [2:0-0-1,1-2-0], [5:0-1-6,0-0-6], [5:0-0-1,1-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.46 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 8 8 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-4-0, 5=0-8-0 Max Horz 2=-78(LC 23) Max Uplift 2=-338(LC 8), 5=-364(LC 8) Max Grav 2=497(LC 29), 5=517(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-657/377, 3-4=-575/378, 4-5=-669/381 BOT CHORD 2-8=-285/593, 7-8=-291/605, 5-7=-278/584 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=338, 5=364. 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 113 lb up at 3-0-0, and 124 lb down and 113 lb up at 3-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=-102(F) 7=-102(F) January 28,2021 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 2516936-GROZA-BRIGGS Truss M1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T22636341 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kb2dRzPnmirJHsIXL3thxjipN3WH8vLUDLn2E7zqtsZ Scale = 1:48.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 3x8 ST1.5x8 STP 5x8 4x6 4x6 4x12 2x4 6x8 4x6 3x6 3x4 3x4 5x8 3x4 LUS24 HTU26 7-9-0 7-9-0 11-5-0 3-8-0 15-1-0 3-8-0 20-4-0 5-3-0 27-0-0 6-8-0 7-9-0 7-9-0 11-5-0 3-8-0 15-1-0 3-8-0 17-4-0 2-3-0 20-4-0 3-0-0 27-0-0 6-8-0 0-4-83-7-43-3-84-6-83-3-83-7-45.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [2:0-5-12,0-2-8], [13:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.40 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.05 0.18 (loc) 1-13 1-13 8 1-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 328 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 1-10: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 8=0-3-8 Max Horz 1=280(LC 7) Max Uplift 1=-1483(LC 8), 8=-860(LC 8) Max Grav 1=3024(LC 1), 8=1789(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6423/3124, 2-3=-5141/2594, 3-4=-4591/2304, 4-5=-5082/2575, 5-6=-3656/1864 BOT CHORD 1-13=-2780/5791, 12-13=-2840/5918, 11-12=-2430/5141, 9-11=-1397/3084, 8-9=-1518/3324 WEBS 2-13=-1310/2804, 2-12=-1358/1090, 3-12=-466/592, 3-11=-846/489, 4-11=-2094/1113, 5-11=-1589/3207, 5-9=-346/574, 6-9=-345/339, 6-8=-3534/1686 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 1=1483, 8=860. 10) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 5-3-12 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. Continued on page 2 January 28,2021 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 2516936-GROZA-BRIGGS Truss M1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T22636341 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:06 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kb2dRzPnmirJHsIXL3thxjipN3WH8vLUDLn2E7zqtsZ NOTES- 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 7-3-4 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. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 4-5=-70, 5-6=-70, 6-7=-70, 1-8=-20 Concentrated Loads (lb) Vert: 15=-533(B) 16=-1900(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 2516936-GROZA-BRIGGS Truss M2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22636342 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Cnc?eJQPX0zAv0tkvmPwUxF_TSlQtLcdS?XbnazqtsY Scale = 1:34.5 1 2 3 4 5 6 9 8 7 11 12 13 10 4x12 5x6 4x6 2x4 6x8 3x4 5x8 3x4 3x8 2-5-8 2-5-8 10-0-0 7-6-8 19-8-0 9-8-0 2-5-8 2-5-8 10-0-0 7-6-8 11-2-8 1-2-8 14-9-2 3-6-10 19-8-0 4-10-14 0-4-84-0-74-6-84-0-73-8-60-4-15.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-1-1,Edge], [4:0-3-0,Edge], [7:0-4-8,0-1-8], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.86 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.47 0.11 0.23 (loc) 7-8 7-8 10 8-9 l/defl >999 >499 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-9: 2x6 SP No.2, 8-9: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-7 oc bracing. WEBS 1 Row at midpt 2-8 REACTIONS. (size)1=Mechanical, 10=0-3-8 Max Horz 1=318(LC 11) Max Uplift 1=-406(LC 12), 10=-414(LC 12) Max Grav 1=898(LC 17), 10=876(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3179/2434, 2-3=-1404/901, 3-4=-1141/853, 4-5=-1217/918, 7-10=-876/653 BOT CHORD 1-9=-2725/3034, 8-9=-2618/2874, 7-8=-891/1013 WEBS 2-9=-394/606, 2-8=-1631/1553, 3-8=0/301, 5-8=-224/367, 5-7=-1158/991 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 10-0-0, Exterior(2E) 10-0-0 to 11-2-8, Interior(1) 11-2-8 to 19-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=406, 10=414. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). January 28,2021 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 2516936-GROZA-BRIGGS Truss M3 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22636343 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Cnc?eJQPX0zAv0tkvmPwUxFz1SkxtQYdS?XbnazqtsY Scale = 1:37.6 1 2 3 4 7 6 5 9 10 11 8 5x6 ST1.5x8 STP 6x8 3x4 3x4 5x8 5x6 4x6 6x8 7x10 4-5-8 4-5-8 10-9-8 6-4-0 19-8-0 8-10-8 4-5-8 4-5-8 10-9-8 6-4-0 15-1-0 4-3-8 19-4-8 4-3-8 19-8-0 0-3-8 0-4-84-10-74-1-60-9-15.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-0-15,Edge], [1:0-2-12,Edge], [1:0-2-12,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-SH 0.99 0.95 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.33 0.11 0.21 (loc) 5-6 5-6 8 6-7 l/defl >999 >716 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-11 oc bracing. WEBS 1 Row at midpt 2-6, 4-6 REACTIONS. (size)1=Mechanical, 8=0-3-8 Max Horz 1=361(LC 9) Max Uplift 1=-404(LC 12), 8=-416(LC 12) Max Grav 1=912(LC 17), 8=876(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3141/2112, 2-3=-1359/867, 3-4=-1213/871, 5-8=-876/603, 4-5=-795/640 BOT CHORD 1-7=-2464/2979, 6-7=-2355/2827 WEBS 2-7=-454/698, 2-6=-1600/1382, 4-6=-919/1273 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 10-9-8, Exterior(2E) 10-9-8 to 19-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=404, 8=416. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). January 28,2021 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 2516936-GROZA-BRIGGS Truss V1 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T22636344 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-gzANrfQ2IK51WASwTUw908n9gsASc_?mhfG9J0zqtsX Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 6-0-0 6-0-0 0-0-42-6-05.00 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-P 0.94 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-6, 3=5-11-6 Max Horz 1=129(LC 12) Max Uplift 1=-80(LC 12), 3=-135(LC 12) Max Grav 1=244(LC 17), 3=261(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-240/386 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=135. January 28,2021 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 2516936-GROZA-BRIGGS Truss V2 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T22636345 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-9Akl3?Rg3dDu8K161BROZMKTzGcMLRFwvJ0irSzqtsW Scale = 1:11.1 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-41-8-05.00 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 0.33 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-6, 3=3-11-6 Max Horz 1=79(LC 12) Max Uplift 1=-49(LC 12), 3=-82(LC 12) Max Grav 1=148(LC 17), 3=159(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 28,2021 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 2516936-GROZA-BRIGGS Truss V3 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T22636346 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 28 08:19:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-9Akl3?Rg3dDu8K161BROZMKYMGetLRFwvJ0irSzqtsW Scale = 1:6.9 1 2 3 2x4 2-0-0 2-0-0 0-0-40-10-05.00 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.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-6, 2=1-11-6, 3=1-11-6 Max Horz 1=32(LC 12) Max Uplift 1=-19(LC 12), 2=-39(LC 12) Max Grav 1=60(LC 17), 2=51(LC 17), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. January 28,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths