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HomeMy WebLinkAboutAPPROVED, TRUSS CUTSHEETS - 6144 SPANISH LAKES BLVD_6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77894 - 6144 SPANISH LAKES BLVD Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 25 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: Wynne Development Project Name: 6144 Spanish Lakes Model: . Subdivision: . Address: 6144 Spanish Lakes, . State: FLCity: St Lucie County Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: November 3,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T25853372 A Date 11/3/212T25853373A111/3/213T25853374A211/3/214T25853375A311/3/215T25853376A411/3/216T25853377A511/3/217T25853378B111/3/218T25853379BHA11/3/219T25853380GRA11/3/2110T25853381GRB11/3/2111T25853382J211/3/2112T25853383J411/3/2113T25853384J4C11/3/2114T25853385J611/3/21 No.Seal#Truss Name 15 T25853386 J6C Date 11/3/2116T25853387J711/3/2117T25853388J811/3/2118T25853389J8C11/3/2119T25853390KJ611/3/2120T25853391KJ711/3/2121T25853392KJ811/3/2122T25853393KJ8C11/3/2123T25853394MV211/3/2124T25853395MV411/3/2125T25853396MV611/3/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss A Truss Type Common Qty 9 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853372 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:34 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-VQTrTZkVEynnifThVrrXjkumKm?d33e95pRQueyNG8l Scale = 1:59.3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 24 25 26 27 28 29 30 31 3x6 4x5 3x6 4x5 5x6 WB 2x3 3x4 2x3 3x4 5x6 WB 4x5 2x3 2x3 4x8 4x8 8-4-0 8-4-0 12-11-0 4-7-0 17-6-0 4-7-0 22-1-0 4-7-0 26-8-0 4-7-0 35-0-0 8-4-0 -1-0-0 1-0-0 8-4-0 8-4-0 12-11-0 4-7-0 17-6-0 4-7-0 22-1-0 4-7-0 26-8-0 4-7-0 35-0-0 8-4-0 36-0-0 1-0-0 0-3-156-1-150-3-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.73 0.86 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.78 0.14 0.33 (loc) 14-15 14-15 10 14-15 l/defl >999 >542 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=162(LC 11) Max Uplift 2=-750(LC 12), 10=-750(LC 12) Max Grav 2=1538(LC 19), 10=1538(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3807/2348, 3-5=-3192/1942, 5-6=-3193/2056, 6-7=-3193/2056, 7-9=-3192/1942, 9-10=-3807/2348 BOT CHORD 2-17=-2087/3611, 15-17=-2087/3611, 14-15=-1138/2322, 12-14=-2095/3582, 10-12=-2095/3582 WEBS 6-15=-666/1141, 6-14=-666/1141, 5-15=-253/249, 7-14=-253/249, 3-15=-753/641, 9-14=-754/641 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2R) 17-6-0 to 20-6-0, Interior(1) 20-6-0 to 36-0-0 zone;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) 150.0lb AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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=750, 10=750. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss A1 Truss Type Roof Special Qty 10 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853373 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-zc0Dgvl7?GweKp2t3YMmFyQurALmoTpIJTB_Q4yNG8k Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 14 13 12 11 21 22 23 24 25 26 4x6 10x18 MT20HS 3x6 10x18 MT20HS 10x18 MT20HS 3x10 3x4 2x3 2x3 2x3 10x18 MT20HS 2x3 7-2-10 7-2-10 13-7-8 6-4-14 17-6-0 3-10-8 23-11-12 6-5-12 27-0-6 3-0-10 35-0-0 7-11-10 -1-0-0 1-0-0 7-2-10 7-2-10 13-7-8 6-4-14 17-6-0 3-10-8 23-0-1 5-6-1 23-11-12 0-11-11 27-0-6 3-0-10 35-0-0 7-11-10 36-0-0 1-0-0 0-3-156-1-150-3-151-8-114.00 12 2.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [12:0-9-0,0-3-9], [13:0-9-0,0-2-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.94 0.87 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.92 -1.67 0.38 0.77 (loc) 12-13 12-13 9 12 l/defl >458 >251 n/a >546 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 160 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-9-3 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=162(LC 11) Max Uplift 2=-825(LC 12), 9=-825(LC 12) Max Grav 2=1459(LC 19), 9=1459(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3675/2653, 3-5=-2863/2124, 5-6=-2837/2242, 6-7=-5916/4302, 7-8=-5882/4166, 8-9=-6281/4438 BOT CHORD 2-14=-2393/3498, 13-14=-2393/3498, 12-13=-1538/2427, 11-12=-4129/6003, 9-11=-4122/5992 WEBS 3-14=0/263, 3-13=-910/710, 5-13=-280/374, 7-12=-271/375, 6-13=-391/641, 6-12=-2606/3803, 8-12=-428/387 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2R) 17-6-0 to 20-6-0, Interior(1) 20-6-0 to 36-0-0 zone;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, with BCDL = 10.0psf. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=825, 9=825. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss A2 Truss Type Hip Qty 1 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853374 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-v?8z5bmNXtAMZ7CGBzOELNWGk_0oGOkbnng4VyyNG8i Scale = 1:62.3 1 2 3 30 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 31 32 33 4x6 4x10 4x6 4x12 6x10 7x8 3x4 3x4 3x6 10x18 MT20HS 3x12 5x6 3x4 3x4 4x10 5x6 10x18 MT20HS 2x3 2-2-0 2-2-0 4-0-0 1-10-0 7-0-0 3-0-0 11-10-0 4-10-0 13-7-8 1-9-8 16-0-0 2-4-8 19-0-0 3-0-0 23-11-12 4-11-12 26-8-0 2-8-4 35-0-0 8-4-0 -1-0-0 1-0-0 2-2-0 2-2-0 4-0-0 1-10-0 7-0-0 3-0-0 11-10-0 4-10-0 13-7-8 1-9-8 16-0-0 2-4-8 19-0-0 3-0-0 23-11-12 4-11-12 26-6-2 2-6-6 26-8-0 0-1-14 35-0-0 8-4-0 36-0-0 1-0-0 0-3-155-7-150-3-151-8-110-6-05-7-154.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-2-8], [3:0-7-0,0-0-0], [6:0-3-0,Edge], [8:0-5-4,0-1-12], [12:0-1-15,Edge], [15:0-9-0,0-3-9], [18:0-3-0,Edge], [20:0-2-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.79 0.90 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.59 -1.09 0.46 0.81 (loc) 15 15-16 12 15 l/defl >717 >385 n/a >520 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 213 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-22: 2x6 SP No.2, 3-20: 2x6 SP 2400F 2.0E, 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP M 30 LBR SCAB 1-4 2x4 SP M 30 both sides BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-5-2 oc bracing. WEBS 1 Row at midpt 10-16 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=184(LC 11) Max Uplift 2=-821(LC 12), 12=-825(LC 12) Max Grav 2=1363(LC 1), 12=1350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-23=-413/383, 3-5=-4443/3696, 5-7=-3150/2744, 7-8=-3111/2855, 8-9=-2526/2309, 9-10=-2673/2362, 10-11=-5223/4329, 11-12=-5710/4609 BOT CHORD 3-21=-3412/4235, 20-21=-3412/4235, 7-20=-242/383, 18-19=-304/434, 17-18=-304/440, 16-17=-1739/2303, 15-16=-3788/4858, 14-15=-4283/5422, 12-14=-4274/5426 WEBS 17-20=-1422/1845, 8-20=-940/996, 8-17=-372/345, 8-16=-401/556, 9-16=-459/606, 5-21=-252/469, 5-20=-1370/1125, 10-16=-2635/2207, 10-15=-1491/1951, 11-15=-521/424 NOTES- 1) Attached 8-0-0 scab 1 to 4, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-10 from end at joint 1, nail 2 row(s) at 4" o.c. for 4-11-9; starting at 5-11-7 from end at joint 1, nail 1 row(s) at 7" o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 16-0-0, Exterior(2E) 16-0-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-10-0, Interior(1) 23-10-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=821, 12=825. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss A3 Truss Type Hip Qty 1 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853375 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-NBiLJxn0IBIDBHnSkgwTta2TxNLl?qtk?RPe1PyNG8h Scale = 1:61.3 1 2 3 28 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 31 32 33 34 5x10 5x6 4x12 6x10 7x8 3x4 3x4 5x8 10x18 MT20HS 4x10 3x4 3x4 4x10 4x6 2x3 3x4 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 13-7-8 1-9-8 21-0-0 7-4-8 23-11-12 2-11-12 29-0-0 5-0-4 35-0-0 6-0-0 -1-0-0 1-0-0 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 14-0-0 2-2-0 21-0-0 7-0-0 23-11-12 2-11-12 27-6-2 3-6-6 29-0-0 1-5-14 35-0-0 6-0-0 36-0-0 1-0-0 0-3-154-11-150-3-151-8-110-6-04-11-154.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-2-8], [3:0-7-0,0-0-0], [7:0-6-8,0-2-8], [11:0-2-10,Edge], [14:0-9-0,0-3-9], [18:0-2-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.69 0.98 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.57 -1.07 0.46 0.80 (loc) 14 13-14 11 14 l/defl >733 >391 n/a >527 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 30 BOT CHORD 2x4 SP M 30 *Except* 2-20: 2x6 SP No.2, 3-18: 2x6 SP 2400F 2.0E, 6-17: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP M 30 LBR SCAB 1-4 2x4 SP M 30 both sides BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=163(LC 11) Max Uplift 2=-821(LC 12), 11=-825(LC 12) Max Grav 2=1363(LC 1), 11=1350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-21=-400/394, 3-5=-4447/3792, 5-6=-3143/2793, 6-7=-3051/2827, 7-8=-3158/2867, 8-9=-3317/2954, 9-10=-5260/4528, 10-11=-5791/4887 BOT CHORD 3-19=-3507/4240, 18-19=-3507/4240, 16-17=-439/467, 15-16=-1918/2420, 14-15=-4021/4900, 13-14=-4586/5521, 11-13=-4570/5506 WEBS 16-18=-1467/1943, 7-18=-1196/1354, 7-16=-958/859, 7-15=-708/940, 8-15=-565/775, 5-19=-249/463, 5-18=-1386/1186, 9-15=-2244/1976, 9-14=-1465/1838, 10-14=-569/447 NOTES- 1) Attached 8-0-0 scab 1 to 4, both face(s) 2x4 SP M 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-10 from end at joint 1, nail 2 row(s) at 4" o.c. for 4-11-9; starting at 5-11-7 from end at joint 1, nail 1 row(s) at 7" o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 14-0-0, Exterior(2R) 14-0-0 to 18-11-6, Interior(1) 18-11-6 to 21-0-0, Exterior(2R) 21-0-0 to 25-11-6, Interior(1) 25-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=821, 11=825. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss A4 Truss Type HIP Qty 1 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853376 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-Kaq6jdpGqoYxRawqs5yxy?8kwB7mTiY1Tlul5HyNG8f Scale = 1:61.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 29 30 31 32 33 34 35 4x8 4x8 3x12 7x8 4x5 3x4 3x6 4x8 3x4 2x3 3x4 3x4 3x4 2x3 6x8 3x4 2x3 2-2-0 2-2-0 7-1-0 4-11-0 11-10-0 4-9-0 17-6-0 5-8-0 23-0-0 5-6-0 24-8-0 1-8-0 29-5-2 4-9-2 35-0-0 5-6-14 -1-0-0 1-0-0 2-2-0 2-2-0 7-1-0 4-11-0 12-0-0 4-11-0 17-6-0 5-6-0 23-0-0 5-6-0 24-8-0 1-8-0 28-7-2 3-11-2 29-5-2 0-10-0 35-0-0 5-6-14 36-0-0 1-0-0 0-3-154-3-150-3-150-6-04-3-154.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [3:0-4-11,0-1-8], [5:0-2-13,0-2-0], [7:0-5-4,0-2-0], [10:0-0-14,Edge], [13:0-3-8,0-3-0], [18:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.92 0.56 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.52 0.16 0.36 (loc) 20 20 10 20 l/defl >999 >568 n/a >812 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-7: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-18: 2x6 SP 2400F 2.0E, 5-17: 2x4 SP No.3 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 6-4-13 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0, 13=0-8-0 Max Horz 2=-141(LC 10) Max Uplift 2=-588(LC 12), 10=-481(LC 12), 13=-1001(LC 12) Max Grav 2=991(LC 21), 10=486(LC 22), 13=1285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-22=-291/274, 3-4=-2945/2352, 4-5=-1785/1452, 5-6=-1630/1420, 6-7=-1255/1071, 7-8=-477/287, 8-9=-386/106, 9-10=-742/1255 BOT CHORD 3-19=-2115/2795, 18-19=-2115/2795, 5-18=-144/344, 16-17=-199/330, 15-16=0/338, 13-15=0/349, 12-13=-1081/679, 10-12=-1081/679 WEBS 16-18=-563/948, 6-18=-387/448, 6-16=-617/688, 7-16=-1118/1208, 7-15=-392/515, 4-19=-230/466, 4-18=-1242/1077, 8-13=-640/670, 9-13=-354/1395, 9-12=-581/138 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 12-0-0, Exterior(2R) 12-0-0 to 16-11-6, Interior(1) 16-11-6 to 23-0-0, Exterior(2R) 23-0-0 to 27-11-6, Interior(1) 27-11-6 to 36-0-0 zone; porch 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=588, 10=481, 13=1001. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss A5 Truss Type HIP Qty 1 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853377 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:41 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-omOUxzqub6go2kV1QpTAVDgv1bVyCAnBiPeIekyNG8e Scale = 1:61.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 29 30 31 32 33 34 35 36 37 38 39 4x8 10x18 MT20HS 3x8 3x10 6x8 3x4 3x4 4x6 3x4 3x4 4x10 6x8 3x5 3x4 3x4 3x4 2x3 2-2-0 2-2-0 7-0-0 4-10-0 10-0-0 3-0-0 11-10-0 1-10-0 18-5-0 6-7-0 24-8-0 6-3-0 25-0-0 0-4-0 29-7-2 4-7-2 35-0-0 5-4-14 -1-0-0 1-0-0 2-2-0 2-2-0 7-0-0 4-10-0 10-0-0 3-0-0 11-10-0 1-10-0 18-5-0 6-7-0 25-0-0 6-7-0 29-7-2 4-7-2 35-0-0 5-4-14 36-0-0 1-0-0 0-3-153-7-150-3-150-6-03-7-154.00 12 Plate Offsets (X,Y)-- [2:0-8-2,0-0-8], [3:0-4-11,0-1-8], [5:0-5-4,0-2-0], [8:1-3-12,0-2-12], [10:0-1-10,Edge], [17:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.96 0.44 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.41 0.10 0.28 (loc) 20 20 13 20 l/defl >999 >727 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 188 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-17: 2x6 SP 2400F 2.0E, 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-7-12 oc bracing. WEBS 1 Row at midpt 8-15 REACTIONS. (size)2=0-8-0, 13=0-8-0, 10=0-8-0 Max Horz 2=119(LC 11) Max Uplift 2=-469(LC 12), 13=-1413(LC 12), 10=-414(LC 10) Max Grav 2=775(LC 21), 13=2061(LC 1), 10=20(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2061/1568, 4-5=-1266/951, 5-6=-1140/894, 6-7=-1146/913, 8-9=-1558/1680, 9-10=-267/1352 BOT CHORD 3-19=-1359/1944, 18-19=-1359/1944, 17-18=-661/1185, 6-17=-264/380, 13-15=-1677/1819, 12-13=-1226/326, 10-12=-1226/326 WEBS 5-18=-302/407, 15-17=-84/274, 7-17=-967/1033, 7-15=-801/862, 8-15=-1742/2011, 8-13=-1729/1671, 9-13=-638/1810, 4-19=-236/418, 4-18=-915/821, 9-12=-726/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 10-0-0, Exterior(2R) 10-0-0 to 14-11-6, Interior(1) 14-11-6 to 25-0-0, Exterior(2R) 25-0-0 to 29-11-6, Interior(1) 29-11-6 to 36-0-0 zone; porch 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=469, 13=1413, 10=414. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss B1 Truss Type Roof Special Qty 4 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853378 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-Gzxs8IqWMPoegu4DzW_P2QD4V?kFxoQKw3NrAAyNG8d Scale = 1:24.7 1 2 3 4 5 6 9 8 7 16 17 18 5x6 4x6 4x6 3x4 5x10 5x10 3x4 2x3 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 14-0-0 2-2-0 -1-0-0 1-0-0 2-2-0 2-2-0 7-0-0 4-10-0 11-10-0 4-10-0 14-0-0 2-2-0 0-3-152-7-150-3-150-6-04.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-4], [5:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MS 0.91 0.88 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.61 0.33 0.52 (loc) 5-8 5-8 6 3-8 l/defl >516 >277 n/a >322 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-9,5-7: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=71(LC 11) Max Uplift 6=-295(LC 12), 2=-380(LC 12) Max Grav 6=516(LC 1), 2=574(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-14=-411/445, 3-4=-1290/1325, 4-5=-1290/1355, 5-6=-419/462 BOT CHORD 3-9=-402/410, 3-8=-1174/1220, 5-8=-1175/1220, 5-7=-421/427 WEBS 4-8=-226/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-4, Interior(1) 2-0-4 to 7-0-0, Exterior(2R) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 14-0-0 zone;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) 6=295, 2=380. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss BHA Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 6144 SPANISH LAKES BLVD Job Reference (optional) T25853379 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:47 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-cwllB0ufAyQxmfzBm3aalUw1p0SmcwO34L5crNyNG8Y Scale = 1:61.6 4 5 7 9 12 14 17 20 23 25 27 1 2 3 28 29 30 6 8 10 11 13 15 16 18 19 21 22 24 26 39 38 37 36 35 31 34 33 32 45 53 46 47 48 49 50 51 52 7x10 4x6 7x10 3x4 5x6 3x4 3x6 3x6 3x4 3x4 5x8 3x4 6x8 5x8 3x5 3x4 2-7-155-6-15 5-6-15 7-0-0 1-5-1 10-4-3 3-4-3 15-1-6 4-9-3 19-10-10 4-9-3 23-2-0 3-3-6 24-7-13 1-5-13 28-0-0 3-4-3 29-5-1 1-5-1 30-0-3 0-7-2 32-10-0 2-9-13 35-0-0 2-2-0 -1-0-0 1-0-0 4-11-13 4-11-13 5-6-15 0-7-2 7-0-0 1-5-1 9-6-0 2-6-0 11-6-0 2-0-0 13-6-0 2-0-0 15-1-6 1-7-6 15-6-0 0-4-10 17-6-0 2-0-0 19-6-0 2-0-0 19-10-10 0-4-10 21-6-0 1-7-6 23-2-0 1-8-0 23-6-0 0-4-0 25-6-0 2-0-0 25-10-2 0-4-2 28-0-0 2-1-14 29-5-1 1-5-1 30-0-3 0-7-2 32-10-0 2-9-13 35-0-0 2-2-0 36-0-0 1-0-0 0-3-152-7-156-1-150-3-150-6-02-4-74.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge], [4:0-3-8,Edge], [27:0-3-8,0-0-0], [29:0-7-2,0-0-0], [29:0-6-13,Edge], [30:0-1-0,0-0-0], [34:0-2-8,0-3-0], [36:0-3-8,0-3-0], [38:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.79 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.55 0.18 0.48 (loc) 37 37 30 37 l/defl >999 >753 n/a >863 L/d 360 240 n/a 240 PLATES MT20 Weight: 442 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 27-30: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Except: 1 Row at midpt 4-18 BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. JOINTS 1 Brace at Jt(s): 18, 21, 24, 12, 9, 7, 5 REACTIONS. (size)2=0-8-0, 30=0-8-0 Max Horz 2=163(LC 7) Max Uplift 2=-1479(LC 8), 30=-1001(LC 8) Max Grav 2=2091(LC 1), 30=1682(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-2526/1462, 5-7=-2468/1468, 7-9=-2458/1494, 9-12=-2416/1501, 12-14=-2353/1510, 14-17=-2366/1524, 17-20=-2453/1533, 20-23=-2472/1502, 23-25=-2441/1442, 25-27=-2492/1436, 2-3=-5695/3964, 3-4=-5772/4070, 27-28=-5720/3438, 28-29=-6438/3839, 29-30=-726/455, 4-6=-2771/1996, 6-8=-2771/1996, 8-10=-2771/1996, 10-11=-2771/1996, 11-13=-2041/1428, 13-15=-2041/1428, 15-18=-2041/1428, 18-19=-2041/1428, 19-21=-3340/2182, 21-22=-3340/2182, 22-24=-3463/2251, 24-26=-3463/2251, 26-27=-3463/2251 BOT CHORD 2-39=-3691/5362, 38-39=-3785/5541, 37-38=-2600/4344, 36-37=-2600/4344, 35-36=-319/541, 33-34=-3134/5362, 32-33=-3708/6303, 29-32=-3707/6303 WEBS 4-39=-435/572, 27-33=-236/517, 14-15=-575/890, 3-39=-224/357, 4-38=-530/696, 11-38=-714/917, 27-34=-315/439, 19-34=-868/1633, 29-31=-413/705, 22-34=-406/265, 34-36=-2307/3846, 28-33=-960/600 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x3 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss BHA Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 6144 SPANISH LAKES BLVD Job Reference (optional) T25853379 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:47 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-cwllB0ufAyQxmfzBm3aalUw1p0SmcwO34L5crNyNG8Y NOTES- 10) Bearing at joint(s) 30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1479, 30=1001. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 150 lb up at 7-0-0, and 151 lb down and 174 lb up at 20-11-4 on top chord, and 484 lb down and 637 lb up at 7-0-0, 84 lb down and 32 lb up at 8-0-12, 84 lb down and 32 lb up at 10-0-12, 84 lb down and 32 lb up at 12-0-12, 84 lb down and 32 lb up at 14-0-12, 84 lb down and 32 lb up at 16-0-12, 84 lb down and 32 lb up at 18-0-12, and 84 lb down and 32 lb up at 18-11-4, and 84 lb down and 32 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-14=-54, 14-27=-54, 35-40=-20, 1-4=-54, 27-30=-54, 30-31=-20, 29-34=-20 Concentrated Loads (lb) Vert: 38=-68(F) 39=-484(F) 45=-111(F) 46=-68(F) 47=-68(F) 48=-68(F) 49=-68(F) 50=-68(F) 51=-68(F) 52=-68(F) 53=-19(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss GRA Truss Type HIP GIRDER Qty 1 Ply 2 6144 SPANISH LAKES BLVD Job Reference (optional) T25853380 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-zuYeFjyo?U3EtQr8ZdAlSXdpw1CLHG4oEcoNXbyNG8T Scale = 1:61.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4x8 3x6 4x8 3x8 3x10 5x12 3x6 4x4 4x8 3x5 3x10 5x6 6x8 2x3 2-2-0 2-2-0 4-8-0 2-6-0 8-0-0 3-4-0 11-10-0 3-10-0 14-0-0 2-2-0 19-3-8 5-3-8 24-8-0 5-4-8 27-0-0 2-4-0 30-7-2 3-7-2 35-0-0 4-4-14 -1-0-0 1-0-0 2-2-0 2-2-0 4-8-0 2-6-0 8-0-0 3-4-0 11-10-0 3-10-0 14-0-0 2-2-0 19-3-8 5-3-8 24-8-0 5-4-8 27-0-0 2-4-0 30-7-2 3-7-2 35-0-0 4-4-14 36-0-0 1-0-0 0-3-152-11-150-3-150-6-02-11-154.00 12 Plate Offsets (X,Y)-- [2:0-8-2,0-0-8], [3:0-4-11,0-1-8], [5:0-5-4,0-2-0], [11:0-5-4,0-2-0], [19:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.85 0.58 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.39 0.10 0.31 (loc) 25 25 17 25 l/defl >999 >755 n/a >966 L/d 360 240 n/a 240 PLATES MT20 Weight: 375 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-8,8-11: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-22: 2x6 SP 2400F 2.0E, 6-21: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-20,10-19: 2x4 SP M 30, 10-17: 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 6-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 17=0-8-0, 13=0-8-0 Max Horz 2=98(LC 7) Max Uplift 2=-976(LC 8), 17=-3890(LC 8), 13=-870(LC 17) Max Grav 2=1523(LC 17), 17=5290(LC 1), 13=390(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-27=-436/319, 3-4=-6018/3695, 4-5=-4634/2903, 5-6=-4117/2601, 6-7=-4013/2530, 7-9=-2787/1773, 9-10=-292/271, 10-11=-2986/4680, 11-12=-1706/3221, 12-13=-1125/2852 BOT CHORD 3-24=-3432/5739, 23-24=-3432/5739, 22-23=-2647/4462, 6-22=-265/242, 20-21=-407/624, 19-20=-219/422, 17-19=-4680/3168, 16-17=-3014/1715, 15-16=-2687/1130, 13-15=-2687/1130 WEBS 4-24=-287/569, 4-23=-1415/863, 5-23=-655/1209, 5-22=-408/258, 20-22=-1304/2349, 7-22=-986/1622, 7-20=-1735/1221, 9-20=-1876/2919, 9-19=-2098/1560, 10-19=-3470/5411, 10-17=-3038/2098, 11-17=-2593/2224, 11-16=-1047/873, 12-16=-660/691 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, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 3x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss GRA Truss Type HIP GIRDER Qty 1 Ply 2 6144 SPANISH LAKES BLVD Job Reference (optional) T25853380 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:52 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-zuYeFjyo?U3EtQr8ZdAlSXdpw1CLHG4oEcoNXbyNG8T NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=976, 17=3890, 13=870. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 lb down and 320 lb up at 8-0-0, 123 lb down and 171 lb up at 10-0-12, 138 lb down and 193 lb up at 12-0-12, 138 lb down and 193 lb up at 14-0-12, 138 lb down and 193 lb up at 16-0-12, 138 lb down and 193 lb up at 17-6-0, 138 lb down and 193 lb up at 18-11-4, 138 lb down and 193 lb up at 20-11-4, 138 lb down and 193 lb up at 22-11-4, and 138 lb down and 193 lb up at 24-11-4, and 288 lb down and 262 lb up at 27-0-0 on top chord, and 570 lb down and 387 lb up at 8-0-0, 102 lb down and 53 lb up at 10-0-12, 101 lb down and 32 lb up at 11-11-12, 101 lb down and 32 lb up at 14-0-12, 101 lb down and 32 lb up at 16-0-12, 101 lb down and 32 lb up at 17-6-0, 101 lb down and 32 lb up at 18-11-4, 101 lb down and 32 lb up at 20-11-4, and 101 lb down and 32 lb up at 22-11-4, and 732 lb down and 797 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-11=-54, 11-14=-54, 25-26=-20, 3-22=-20, 21-31=-20 Concentrated Loads (lb) Vert: 5=-167(B) 11=-91(B) 22=-78(B) 6=-138(B) 23=-570(B) 20=-78(B) 7=-138(B) 10=-138(B) 16=-732(B) 34=-123(B) 36=-138(B) 37=-138(B) 38=-138(B) 39=-138(B) 40=-138(B) 42=-96(B) 43=-78(B) 44=-78(B) 45=-78(B) 46=-78(B) 47=-78(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 77894 Truss GRB Truss Type HIP GIRDER Qty 1 Ply 2 6144 SPANISH LAKES BLVD Job Reference (optional) T25853381 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-vGgPfP_2X5Jx6k?Xg1CDXyjBMqqglEx5hwHUbTyNG8R Scale = 1:26.5 1 2 3 4 5 6 7 8 12 11 10 9 4x8 4x4 3x5 3x4 5x8 5x8 3x4 3x5 2x3 3x4 2-2-0 2-2-0 6-0-0 3-10-0 8-0-0 2-0-0 11-10-0 3-10-0 14-0-0 2-2-0 -1-0-0 1-0-0 2-2-0 2-2-0 6-0-0 3-10-0 8-0-0 2-0-0 11-10-0 3-10-0 14-0-0 2-2-0 15-0-0 1-0-0 0-3-152-3-150-3-150-6-02-3-154.00 12 Plate Offsets (X,Y)-- [2:0-2-14,Edge], [3:0-2-8,0-2-4], [4:0-5-4,0-2-0], [6:0-2-8,0-2-4], [7:0-2-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.73 0.84 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.49 0.28 0.39 (loc) 3-11 3-11 7 3-11 l/defl >639 >345 n/a >430 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-12,6-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-61(LC 23) Max Uplift 2=-678(LC 8), 7=-678(LC 8) Max Grav 2=994(LC 1), 7=994(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-14=-750/509, 3-4=-3138/2011, 4-5=-3073/2014, 5-6=-3143/2013, 6-7=-750/509 BOT CHORD 2-12=-160/271, 3-12=-415/711, 3-11=-1835/3011, 10-11=-1868/3068, 6-10=-1837/3016, 6-9=-415/711, 7-9=-160/271 WEBS 4-11=-297/546, 5-10=-298/545 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-8-0 oc, Except member 10-4 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=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 2=678, 7=678. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 199 lb up at 6-0-0, and 109 lb down and 199 lb up at 8-0-0 on top chord, and 281 lb down and 225 lb up at 6-0-0, 64 lb down and 45 lb up at 6-0-12, and 64 lb down and 45 lb up at 7-11-4, and 281 lb down and 225 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss GRB Truss Type HIP GIRDER Qty 1 Ply 2 6144 SPANISH LAKES BLVD Job Reference (optional) T25853381 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:54 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-vGgPfP_2X5Jx6k?Xg1CDXyjBMqqglEx5hwHUbTyNG8R LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 12-13=-20, 3-6=-20, 9-16=-20 Concentrated Loads (lb) Vert: 4=-77(B) 5=-77(B) 11=-345(B=-64) 10=-345(B=-64) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss J2 Truss Type JACK-OPEN Qty 10 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853382 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-vGgPfP_2X5Jx6k?Xg1CDXyjJkq?4lFZ5hwHUbTyNG8R Scale = 1:7.8 1 2 3 4 3x4 0-5-22-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-3-150-11-150-7-120-11-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.19 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=Mechanical, 3=Mechanical Max Horz 2=67(LC 12) Max Uplift 2=-177(LC 12), 4=-33(LC 9), 3=-39(LC 12) Max Grav 2=141(LC 1), 4=31(LC 3), 3=38(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=177.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss J4 Truss Type JACK-OPEN Qty 4 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853383 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-NTEntl_gIPRokuajEljS3AFI4E8lUipFwa117wyNG8Q Scale = 1:11.1 1 2 8 9 3 10 4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-3-151-7-150-4-31-3-121-7-154.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.92 0.98 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.02 -0.00 (loc) 4-7 4-7 3 l/defl >523 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-95(LC 12), 2=-242(LC 12), 4=-72(LC 12) Max Grav 3=89(LC 1), 2=207(LC 1), 4=68(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-4 zone; porch 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, 4 except (jt=lb) 2=242. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss J4C Truss Type Jack-Open Qty 6 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853384 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-sfo945?I3jZfL29voSEhcNoWWebzD92O8EmbgMyNG8P Scale = 1:11.1 1 2 3 6 10 4 5 3x4 3x4 4x6 2-2-0 2-2-0 4-0-0 1-10-0 -1-0-0 1-0-0 2-2-0 2-2-0 4-0-0 1-10-0 0-3-151-7-151-1-150-6-04.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.75 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.02 0.05 (loc) 6 6 5 6 l/defl >999 >999 n/a >924 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=104(LC 12) Max Uplift 4=-64(LC 12), 2=-161(LC 12), 5=-22(LC 12) Max Grav 4=81(LC 1), 2=207(LC 1), 5=62(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-4, Interior(1) 2-0-4 to 3-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=161. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss J6 Truss Type JACK-OPEN Qty 4 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853385 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-KrMXIR0wq0hWzCk6MAlw9bLj62xOycIXNuW8CoyNG8O Scale = 1:14.6 1 2 8 3 9 4 4x5 6x8 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-3-152-3-150-4-31-11-122-3-154.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.63 0.52 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.09 -0.00 (loc) 4-7 4-7 2 l/defl >240 >780 n/a L/d 240 240 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=142(LC 12) Max Uplift 3=-142(LC 12), 2=-315(LC 12), 4=-118(LC 12) Max Grav 3=132(LC 1), 2=278(LC 1), 4=104(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-11-4 zone; porch 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=142, 2=315, 4=118.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss J6C Truss Type Jack-Open Qty 4 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853386 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-KrMXIR0wq0hWzCk6MAlw9bLmJ2xaycIXNuW8CoyNG8O Scale = 1:14.6 1 2 3 6 10 4 5 3x4 3x4 4x10 2-2-0 2-2-0 6-0-0 3-10-0 -1-0-0 1-0-0 2-2-0 2-2-0 6-0-0 3-10-0 0-3-152-3-151-9-151-11-120-6-04.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.43 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 -0.06 0.17 (loc) 3-5 3-5 5 3-5 l/defl >999 >609 n/a >412 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 *Except* 3-5: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=142(LC 12) Max Uplift 4=-113(LC 12), 2=-193(LC 12), 5=-25(LC 12) Max Grav 4=131(LC 1), 2=278(LC 1), 5=100(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 3-6=-268/226 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-4, Interior(1) 2-0-4 to 5-11-4 zone;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) 5 except (jt=lb) 4=113, 2=193.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss J7 Truss Type JACK-OPEN Qty 8 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853387 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:58 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-o2vvVn1YbKpNbLIIvtH9hotumRH3h3YhcYFikFyNG8N Scale = 1:16.2 1 2 8 9 3 4 3x5 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-3-152-7-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.64 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 -0.00 0.21 (loc) 4-7 4-7 3 4-7 l/defl >976 >451 n/a >393 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=161(LC 12) Max Uplift 3=-152(LC 12), 2=-210(LC 12), 4=-12(LC 12) Max Grav 3=165(LC 1), 2=315(LC 1), 4=124(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=152, 2=210. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss J8 Truss Type Jack-Open Qty 9 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853388 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:33:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-GETIj62BMexECVtUTboOE0Q33rc4QWoqrC?FGhyNG8M Scale = 1:17.4 1 2 8 9 3 4 3x5 8-0-0 8-0-0 8-0-0 8-0-0 0-3-152-11-152-7-122-11-154.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.60 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.30 -0.01 0.31 (loc) 4-7 4-7 3 4-7 l/defl >694 >315 n/a >306 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=180(LC 12) Max Uplift 3=-178(LC 12), 2=-228(LC 12), 4=-12(LC 12) Max Grav 3=192(LC 1), 2=351(LC 1), 4=141(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-11-4 zone;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) 3=178, 2=228. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss J8C Truss Type Jack-Open Qty 2 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853389 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:34:00 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-kQ1gwS2p6x35qfSg1IJdmDzEgFzR9z2_3skop7yNG8L Scale = 1:17.5 1 2 3 6 13 14 4 5 3x5 3x8 2-2-0 2-2-0 -1-0-0 1-0-0 2-2-0 2-2-0 8-0-0 5-10-0 0-3-152-11-152-5-152-7-120-6-04.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.61 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.33 -0.08 0.38 (loc) 5-12 5-12 5 5-12 l/defl >572 >288 n/a >250 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-5: 2x4 SP M 31 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=180(LC 12) Max Uplift 4=-156(LC 12), 2=-224(LC 12), 5=-33(LC 12) Max Grav 4=177(LC 1), 2=362(LC 1), 5=142(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-11-4 zone;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) 5 except (jt=lb) 4=156, 2=224. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss KJ6 Truss Type Diagonal Hip Girder Qty 2 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853390 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:34:01 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-Ccb27o3RtFBySp1tb0qsJRVM_fKkuMD7IWUMLZyNG8K Scale = 1:19.0 1 2 3 4 8 7 12 5 13 6 3x4 3x4 4x6 3x4 2x3 2-11-4 2-11-4 8-5-1 5-5-13 -1-5-0 1-5-0 2-0-5 2-0-5 2-11-4 0-10-15 5-6-7 2-7-2 8-5-1 2-10-10 0-3-152-3-121-9-121-11-130-6-02.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.83 0.43 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.37 0.11 (loc) 8 8 6 l/defl >283 >272 n/a L/d 240 240 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-8: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-9-8 oc bracing: 3-7. REACTIONS. (size)5=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=141(LC 8) Max Uplift 5=-52(LC 21), 2=-355(LC 8), 6=-196(LC 8) Max Grav 5=53(LC 1), 2=425(LC 1), 6=309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1011/758 BOT CHORD 3-7=-851/1042 WEBS 4-7=-1072/877 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=355, 6=196. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at 2-11-0, 26 lb down and 48 lb up at 2-11-0, and 50 lb down and 81 lb up at 5-8-15, and 50 lb down and 81 lb up at 5-8-15 on top chord, and 6 lb down and 38 lb up at 2-9-8, 6 lb down and 38 lb up at 2-9-8, and 33 lb down and 35 lb up at 5-8-15, and 33 lb down and 35 lb up at 5-8-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 8-9=-20, 3-6=-20 Concentrated Loads (lb) Vert: 8=-11(F=-6, B=-6) 12=-20(F=-10, B=-10) 13=-60(F=-30, B=-30) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss KJ7 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853391 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:34:02 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-gp9QL843eZJp3zc38jL5re2fM3ijdoEGXADvt0yNG8J Scale = 1:21.2 1 2 3 7 6 11 12 13 4 14 15 16 53x4 3x4 2x3 4x5 6-8-12 6-8-12 9-10-1 3-1-5 -1-5-0 1-5-0 6-8-12 6-8-12 9-10-1 3-1-5 0-3-152-7-120-3-152-3-132-7-122.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.28 0.32 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.11 -0.01 (loc) 7-10 7-10 5 l/defl >953 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=161(LC 8) Max Uplift 4=-129(LC 7), 2=-504(LC 8), 5=-609(LC 8) Max Grav 4=95(LC 1), 2=509(LC 1), 5=512(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-914/926 BOT CHORD 2-7=-985/870, 6-7=-985/870 WEBS 3-7=-386/357, 3-6=-1007/1141 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=129, 2=504, 5=609. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at 2-11-0, 26 lb down and 48 lb up at 2-11-0, 51 lb down and 112 lb up at 5-8-15, 51 lb down and 112 lb up at 5-8-15, and 74 lb down and 163 lb up at 8-6-14, and 74 lb down and 163 lb up at 8-6-14 on top chord, and 6 lb down and 38 lb up at 2-11-0, 6 lb down and 38 lb up at 2-11-0, 21 lb down and 85 lb up at 5-8-15, 21 lb down and 85 lb up at 5-8-15, and 57 lb down and 138 lb up at 8-6-14, and 57 lb down and 138 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 12=-25(F=-13, B=-13) 13=-122(F=-61, B=-61) 14=-11(F=-6, B=-6) 15=-43(F=-21, B=-21) 16=-114(F=-57, B=-57) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss KJ8 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853392 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:34:03 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-8?joYU5hPsRgh7BFiQsKOsankS?RMEBQlqzTQSyNG8I Scale = 1:21.0 1 2 3 7 6 5 11 12 4 13 14 3x4 4x5 3x4 2x3 4-4-12 4-4-12 8-7-0 4-2-4 11-3-0 2-8-0 -1-5-0 1-5-0 6-0-7 6-0-7 8-7-0 2-6-9 11-3-0 2-8-0 0-3-152-11-122-7-132-11-122.83 12 Plate Offsets (X,Y)-- [2:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.48 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.41 -0.29 -0.02 (loc) 7-10 7-10 6 l/defl >321 >459 n/a L/d 240 240 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-7 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=179(LC 21) Max Uplift 4=-57(LC 1), 2=-679(LC 8), 6=-824(LC 8) Max Grav 4=107(LC 6), 2=581(LC 1), 6=682(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-957/1027 BOT CHORD 2-7=-1094/904, 6-7=-1094/904 WEBS 3-6=-1172/1419, 3-7=-525/449 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=679, 6=824. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at 2-11-0, 26 lb down and 48 lb up at 2-11-0, 51 lb down and 112 lb up at 5-8-15, 51 lb down and 112 lb up at 5-8-15, and 74 lb down and 164 lb up at 8-6-14, and 74 lb down and 164 lb up at 8-6-14 on top chord, and 11 lb down and 3 lb up at 2-11-0, 11 lb down and 3 lb up at 2-11-0, 32 lb down and 27 lb up at 5-8-15, 32 lb down and 27 lb up at 5-8-15, and 55 lb down and 80 lb up at 8-6-14 , and 55 lb down and 80 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 3=-111(F=-55, B=-55) 7=-110(F=-55, B=-55) 12=-25(F=-13, B=-13) 13=-11(F=-6, B=-6) 14=-43(F=-21, B=-21) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss KJ8C Truss Type Diagonal Hip Girder Qty 1 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853393 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:34:04 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-dBHAmq5JAAZXJGmSG8NZx37qwsG45djZ_Ui0yuyNG8H Scale = 1:21.3 1 2 3 4 9 8 7 13 14 5 15 16 6 3x6 4x4 5x10 3x4 3x4 4x4 2-11-4 2-11-4 6-11-6 4-0-2 11-3-0 4-3-10 -1-5-0 1-5-0 2-0-5 2-0-5 2-11-4 0-10-15 6-11-6 4-0-2 11-3-0 4-3-10 0-3-152-11-122-5-122-7-130-6-02.83 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [3:0-2-8,0-2-7], [9:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.71 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.42 0.12 (loc) 3-8 3-8 6 l/defl >349 >318 n/a L/d 240 240 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* 3-9: 2x4 SP No.3, 3-6: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=180(LC 8) Max Uplift 5=-111(LC 8), 2=-461(LC 8), 6=-306(LC 8) Max Grav 5=120(LC 1), 2=595(LC 1), 6=502(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-11=-390/171, 3-4=-1768/1121 BOT CHORD 3-9=-333/393, 3-8=-1182/1713, 7-8=-1186/1718 WEBS 4-8=-235/446, 4-7=-1780/1229 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 5=111, 2=461, 6=306. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at 2-11-0, 26 lb down and 48 lb up at 2-11-0, 50 lb down and 81 lb up at 5-8-15, 50 lb down and 81 lb up at 5-8-15, and 75 lb down and 135 lb up at 8-6-14, and 75 lb down and 135 lb up at 8-6-14 on top chord, and 6 lb down and 38 lb up at 2-9-8, 6 lb down and 38 lb up at 2-9-8, 33 lb down and 35 lb up at 5-8-15, 33 lb down and 35 lb up at 5-8-15, and 56 lb down and 45 lb up at 8-6-14, and 56 lb down and 45 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 9-10=-20, 3-6=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss KJ8C Truss Type Diagonal Hip Girder Qty 1 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853393 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:34:04 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-dBHAmq5JAAZXJGmSG8NZx37qwsG45djZ_Ui0yuyNG8H LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-11(F=-6, B=-6) 13=-20(F=-10, B=-10) 14=-110(F=-55, B=-55) 15=-60(F=-30, B=-30) 16=-111(F=-56, B=-56) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss MV2 Truss Type Valley Qty 1 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853394 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:34:05 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-5OqZzA6xxUhOwQLeqrvoTHgE_Gn4qEHjD8SZULyNG8G Scale = 1:6.1 1 2 3 3x4 2-0-0 2-0-0 0-8-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.06 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=21(LC 12) Max Uplift 1=-20(LC 12), 2=-30(LC 12) Max Grav 1=41(LC 1), 2=30(LC 1), 3=22(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss MV4 Truss Type Valley Qty 1 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853395 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:34:06 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-ZaOxBW7ainqFYawqNZQ10UCHWg5_ZhXsSoB70nyNG8F Scale = 1:9.4 1 2 3 3x4 3x4 3x4 4-0-0 4-0-0 1-4-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.52 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=56(LC 12) Max Uplift 1=-54(LC 12), 3=-72(LC 12) Max Grav 1=109(LC 1), 3=109(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77894 Truss MV6 Truss Type Valley Qty 1 Ply 1 6144 SPANISH LAKES BLVD Job Reference (optional) T25853396 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 2 10:34:06 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:v3DWvfzbUx9IkXK723O?82yBP1f-ZaOxBW7ainqFYawqNZQ10UCI5g?YZhXsSoB70nyNG8F Scale = 1:13.8 1 2 3 4 5 3x4 3x4 3x4 6-0-0 6-0-0 2-0-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.49 0.52 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: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 3=6-0-0 Max Horz 1=94(LC 12) Max Uplift 1=-90(LC 12), 3=-121(LC 12) Max Grav 1=183(LC 1), 3=183(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-176/393 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 5-10-4 zone;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=121.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. November 3,2021 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