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HomeMy WebLinkAboutTruss Eng6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2551557(BermudaB2) - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 40 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: Renar Homes Project Name: 2551557 Model: - Subdivision: - Address: 328 Palm Breezes Drive, - State: FLCity: Fort Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: July 19,2021 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 Builders FirstSource-Jacksonville. 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 T24721163 A01 Date 7/19/212T24721164A027/19/213T24721165A037/19/214T24721166A047/19/215T24721167A057/19/216T24721168A077/19/217T24721169A087/19/218T24721170A097/19/219T24721171A107/19/2110T24721172A117/19/2111T24721173A127/19/2112T24721174A137/19/2113T24721175B017/19/2114T24721176B027/19/2115T24721177C017/19/2116T24721178C027/19/2117T24721179CJ17/19/2118T24721180CJ1A7/19/2119T24721181CJ37/19/2120T24721182CJ3A7/19/2121T24721183CJ3B7/19/2122T24721184CJ57/19/21 No.Seal#Truss Name 23 T24721185 CJ5B Date 7/19/2124T24721186HJ37/19/2125T24721187HJ77/19/2126T24721188HJ7S7/19/2127T24721189HJB17/19/2128T24721190HJB27/19/2129T24721191J37/19/2130T24721192J3GE7/19/2131T24721193J57/19/2132T24721194J5A7/19/2133T24721195J77/19/2134T24721196J7C7/19/2135T24721197J347/19/2136T24721198V17/19/2137T24721199V27/19/2138T24721200V47/19/2139T24721201V57/19/2140T24721202V67/19/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24721163 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:40 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-S?o_oDOGUIFWlOwounZJMztYSrR8_3CQLTZMIdywZ?r Scale = 1:70.8 1 2 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 13 45 46 47 48 3x6 5x6 4x8 3x6 3x6 4x6 4x6 4x6 4x6 3x4 3x8 3x4 5x8 4x4 6x8 4x4 6x8 6-9-5 6-9-5 13-0-3 6-2-13 19-3-0 6-2-13 20-4-0 1-1-0 23-2-0 2-10-0 27-1-0 3-11-0 31-2-8 4-1-8 35-4-0 4-1-8 35-8-0 0-4-0 38-0-0 2-4-0 -1-4-0 1-4-0 6-9-5 6-9-5 13-0-3 6-2-13 19-3-0 6-2-13 20-4-0 1-1-0 27-1-0 6-9-0 31-2-8 4-1-8 35-4-0 4-1-8 38-0-0 2-8-0 39-4-0 1-4-0 0-4-310-6-30-4-31-4-01-8-00-8-06.00 12 Plate Offsets (X,Y)-- [9:0-4-0,Edge], [11:0-4-0,Edge], [17:0-6-0,0-4-4], [22:0-5-8,0-4-0] 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-S 0.59 0.46 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.04 (loc) 2-26 2-26 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 300 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-12: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-23,8-16: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-8-0 except (jt=length) 2=0-8-0, 12=0-8-0. (lb) - Max Horz 2=274(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 20, 19 except 2=-231(LC 12), 21=-516(LC 12), 18=-131(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12, 20, 19 except 2=674(LC 21), 21=1599(LC 1), 18=564(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-868/217, 3-5=-346/133, 5-6=-167/679, 6-7=-105/721, 7-8=-175/789, 8-10=-150/582 BOT CHORD 2-26=-170/725, 24-26=-170/725, 6-22=-53/367, 21-22=-596/398, 20-21=-458/290, 19-20=-458/290, 18-19=-458/290, 17-18=-524/310 WEBS 3-26=0/273, 3-24=-564/240, 5-24=-101/411, 22-24=-165/264, 5-22=-731/378, 10-17=-538/227, 7-21=-820/265, 6-21=-584/246 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 20-4-0, Exterior(2R) 20-4-0 to 24-1-10, Interior(1) 24-1-10 to 37-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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) 12, 20, 19 except (jt=lb) 2=231, 21=516, 18=131. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A02 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T24721164 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:42 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-OOwlDvPX0wVE_i4A?CbnROysDf?pSzwjpn2TMWywZ?p Scale = 1:74.8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 3x6 5x6 4x8 3x6 4x6 3x6 7x10 4x6 3x4 2x4 4x12 3x4 5x12 2x4 2x4 2x4 4x8 4x4 2x4 2x4 6-10-11 6-10-11 13-2-13 6-4-3 19-7-0 6-4-3 20-4-0 0-9-0 24-7-11 4-3-11 29-11-13 5-4-3 35-4-0 5-4-3 35-8-0 0-4-0 38-0-0 2-4-0 -1-4-0 1-4-0 6-10-11 6-10-11 13-2-13 6-4-3 19-7-0 6-4-3 20-4-0 0-9-0 24-7-11 4-3-11 29-11-13 5-4-3 35-4-0 5-4-3 38-0-0 2-8-0 39-4-0 1-4-0 0-4-310-6-30-4-31-4-01-0-06.00 12 Plate Offsets (X,Y)-- [9:0-4-0,Edge], [11:0-2-4,0-5-3], [18:0-5-4,0-3-4] 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-S 0.76 0.90 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.65 0.45 (loc) 11-15 11-15 12 l/defl >999 >686 n/a L/d 240 180 n/a PLATES MT20 Weight: 235 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-12: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 2-22,11-17: 2x4 SP No.1, 6-20: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 18-20 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=274(LC 11) Max Uplift 2=-487(LC 12), 12=-400(LC 12) Max Grav 2=1671(LC 17), 12=1569(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2891/841, 3-5=-2296/762, 5-6=-2291/795, 6-7=-2262/893, 7-8=-2535/964, 8-10=-2596/881, 10-11=-3459/1078, 11-12=-888/295 BOT CHORD 2-23=-731/2679, 21-23=-731/2679, 16-18=-378/1906, 15-16=-898/3183, 11-15=-898/3183 WEBS 3-23=0/279, 3-21=-618/222, 5-21=-334/145, 18-21=-576/2268, 7-18=-465/1290, 7-16=-381/1064, 10-16=-1171/404, 10-15=0/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 20-4-0, Exterior(2R) 20-4-0 to 24-1-10, Interior(1) 24-1-10 to 37-4-0 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, with BCDL = 10.0psf. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=487, 12=400. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A03 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24721165 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:43 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-taT7QFQ9nDd4csfMZw60_cV2N3PVBQBt2Rn0vyywZ?o Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 3x6 5x6 3x6 3x6 3x6 5x8 3x6 3x4 2x4 5x8 3x4 3x4 4x6 3x4 6x8 3x4 5x8 2x4 2x4 6-10-11 6-10-11 13-2-13 6-4-3 19-7-0 6-4-3 20-4-0 0-9-0 23-2-12 2-10-12 27-0-0 3-9-4 32-2-12 5-2-12 38-0-0 5-9-4 -1-4-0 1-4-0 6-10-11 6-10-11 13-2-13 6-4-3 19-7-0 6-4-3 20-4-0 0-9-0 27-0-0 6-8-0 32-2-12 5-2-12 38-0-0 5-9-4 39-4-0 1-4-0 0-4-310-6-30-4-31-4-01-0-01-0-06.00 12 Plate Offsets (X,Y)-- [13:0-3-8,0-3-0], [16:0-6-4,0-3-8], [18:0-2-12,0-2-12] 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-S 0.67 0.68 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.35 0.17 (loc) 19 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 241 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-14,6-20: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-12 oc bracing. Except: 10-0-0 oc bracing: 14-16, 18-20 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-282(LC 10) Max Uplift 2=-489(LC 12), 11=-487(LC 12) Max Grav 2=1481(LC 1), 11=1484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2575/843, 3-5=-2076/770, 5-6=-2073/797, 6-7=-1985/863, 7-8=-2204/842, 8-10=-2781/956, 10-11=-2595/846 BOT CHORD 2-23=-690/2225, 21-23=-690/2225, 17-18=-344/1644, 16-17=-696/2472, 11-13=-661/2225, 8-16=-129/549 WEBS 3-23=0/278, 3-21=-517/222, 5-21=-340/131, 18-21=-532/1886, 7-18=-423/1007, 8-17=-851/386, 10-13=-371/174, 13-16=-624/2113, 10-16=-24/266, 7-17=-256/719 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 20-4-0, Exterior(2R) 20-4-0 to 24-1-10, Interior(1) 24-1-10 to 39-4-13 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) 2=489, 11=487. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24721166 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:44 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-Ln1VebRnYXlxE0EZ7ddFXp1EXSjUwtZ0G4XZRPywZ?n Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 3x6 5x6 3x6 3x6 4x6 5x8 3x4 2x4 6x8 3x4 2x4 5x8 3x4 2x4 3x6 2x4 3x4 6-10-11 6-10-11 13-2-13 6-4-3 19-7-0 6-4-3 20-4-0 0-9-0 26-0-8 5-8-8 31-9-0 5-8-8 38-0-0 6-3-0 -1-4-0 1-4-0 6-10-11 6-10-11 13-2-13 6-4-3 19-7-0 6-4-3 20-4-0 0-9-0 26-0-8 5-8-8 31-9-0 5-8-8 38-0-0 6-3-0 39-4-0 1-4-0 0-4-310-6-30-4-31-4-06.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-3-0], [15:0-2-12,0-2-12] 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-S 0.58 0.82 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.47 0.14 (loc) 14-15 14-15 11 l/defl >999 >950 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-17: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-12 oc bracing. Except: 1 Row at midpt 6-15 10-0-0 oc bracing: 15-17 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-282(LC 10) Max Uplift 2=-490(LC 12), 11=-489(LC 12) Max Grav 2=1688(LC 17), 11=1669(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2928/844, 3-5=-2332/771, 5-6=-2059/744, 6-7=-2034/822, 7-8=-2464/930, 8-10=-2416/796, 10-11=-2902/853 BOT CHORD 2-20=-691/2722, 18-20=-691/2722, 14-15=-303/1741, 13-14=-664/2490, 11-13=-664/2490 WEBS 3-20=0/279, 3-18=-617/222, 15-18=-500/2196, 5-15=-377/199, 7-15=-415/1211, 8-14=-344/261, 10-14=-500/185, 7-14=-373/1026 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 20-4-0, Exterior(2R) 20-4-0 to 24-1-10, Interior(1) 24-1-10 to 39-4-13 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=490, 11=489. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A05 Truss Type Roof Special Qty 12 Ply 1 Job Reference (optional) T24721167 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:46 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-H99G2GT148?fTJOxE2gjcE6XDGOzOnLJkO0gVHywZ?l Scale = 1:70.5 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 27 28 29 30 31 32 33 3x6 5x6 4x8 3x6 4x6 5x8 3x6 4x6 3x4 4x12 3x4 7x10 4x8 3x4 6-10-11 6-10-11 13-2-13 6-4-3 19-7-0 6-4-3 21-8-0 2-1-0 24-7-11 2-11-11 29-11-13 5-4-3 35-4-0 5-4-3 35-8-0 0-4-0 38-0-0 2-4-0 -1-4-0 1-4-0 6-10-11 6-10-11 13-2-13 6-4-3 19-7-0 6-4-3 20-4-0 0-9-0 21-8-0 1-4-0 24-7-11 2-11-11 29-11-13 5-4-3 35-4-0 5-4-3 38-0-0 2-8-0 39-4-0 1-4-0 0-4-310-6-30-4-31-4-01-0-06.00 12 Plate Offsets (X,Y)-- [10:0-4-0,Edge], [11:0-2-4,0-5-3], [19:0-2-12,0-3-0] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.88 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.64 0.45 (loc) 11-15 11-15 12 l/defl >999 >691 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-12: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 20-23,11-17: 2x4 SP No.1, 6-21,18-27: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 19-21 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=274(LC 11) Max Uplift 2=-487(LC 12), 12=-400(LC 12) Max Grav 2=1671(LC 17), 12=1569(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2890/841, 3-5=-2296/762, 5-6=-2292/795, 6-7=-2268/894, 7-8=-2562/972, 8-9=-2589/875, 9-11=-3356/1040, 11-12=-888/295 BOT CHORD 2-24=-731/2679, 22-24=-731/2679, 18-19=-377/1906, 16-18=-377/1906, 15-16=-852/3070, 11-15=-852/3070 WEBS 3-24=0/277, 3-22=-617/222, 5-22=-334/145, 19-22=-574/2274, 7-19=-469/1304, 7-16=-392/1085, 9-16=-1038/349, 9-15=0/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 20-4-0, Exterior(2R) 20-4-0 to 24-1-10, Interior(1) 24-1-10 to 37-4-0 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 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=487, 12=400. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24721168 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:47 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-lMjeGcTfrS7W5Tz8olBy8Sfhcgl27FhSy2lE2kywZ?k Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 26 27 28 29 3x6 5x6 5x8 4x8 3x6 3x6 2x4 4x6 2x4 5x8 4x6 4x6 3x4 2x4 5x8 3x4 4x4 2x4 3x4 2x4 7x8 2x4 6-8-5 6-8-5 12-10-3 6-1-13 19-7-0 6-8-13 21-4-8 1-9-8 21-8-0 0-3-8 28-6-0 6-10-0 35-4-0 6-10-0 35-8-0 0-4-0 38-0-0 2-4-0 -1-4-0 1-4-0 6-8-5 6-8-5 12-10-3 6-1-13 19-0-0 6-1-13 19-7-0 0-7-0 21-8-0 2-1-0 28-6-0 6-10-0 35-4-0 6-10-0 38-0-0 2-8-0 39-4-0 1-4-0 0-4-39-10-30-4-31-4-01-0-09-10-36.00 12 Plate Offsets (X,Y)-- [6:0-2-11,0-2-8], [7:0-2-8,0-2-12], [8:0-4-0,Edge], [10:0-0-8,0-5-4], [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-S 0.79 0.83 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.72 0.47 (loc) 10-14 10-14 11 l/defl >999 >615 n/a L/d 240 180 n/a PLATES MT20 Weight: 235 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2, 7-8: 2x4 SP No.1, 8-11: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 7-16: 2x4 SP No.3, 10-15: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 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 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 9-16 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=255(LC 11) Max Uplift 2=-487(LC 12), 11=-400(LC 12) Max Grav 2=1469(LC 1), 11=1380(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2554/853, 3-5=-2078/777, 5-6=-2048/800, 6-7=-1779/774, 7-9=-2059/790, 9-10=-2922/1005, 10-11=-786/294 BOT CHORD 2-22=-735/2193, 20-22=-735/2193, 7-16=-179/597, 16-17=-422/1737, 14-16=-823/2660, 10-14=-823/2660, 6-17=-210/618 WEBS 3-22=0/266, 3-20=-489/206, 5-20=-305/147, 9-16=-1064/465, 9-14=0/337, 17-20=-590/1863, 7-17=-113/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 19-0-0, Exterior(2E) 19-0-0 to 21-8-0, Exterior(2R) 21-8-0 to 27-0-8, Interior(1) 27-0-8 to 37-4-0 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) 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=487, 11=400. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24721169 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:49 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-hkrOhIVwN3NEKn6WvADQEtk3QTQhb66lQMEK6cywZ?i Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 28 29 30 31 32 3x6 5x8 5x8 4x8 3x6 3x6 7x10 4x6 3x4 3x4 3x4 6x8 5x6 4x4 7x8 6-0-5 6-0-5 11-6-3 5-5-13 17-0-0 5-5-13 19-7-0 2-7-0 21-4-8 1-9-8 21-8-0 0-3-8 23-8-0 2-0-0 29-6-0 5-10-0 35-4-0 5-10-0 35-8-0 0-4-0 38-0-0 2-4-0 -1-4-0 1-4-0 6-0-5 6-0-5 11-6-3 5-5-13 17-0-0 5-5-13 19-7-0 2-7-0 21-8-0 2-1-0 23-8-0 2-0-0 29-6-0 5-10-0 35-4-0 5-10-0 38-0-0 2-8-0 39-4-0 1-4-0 0-4-38-10-30-4-31-4-01-0-08-10-36.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-6-0,0-2-8], [9:0-4-0,Edge], [11:0-0-8,0-5-4], [16:0-2-0,0-3-4], [17:0-3-12,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-S 0.70 0.82 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.62 0.47 (loc) 11-15 11-15 12 l/defl >999 >711 n/a L/d 240 180 n/a PLATES MT20 Weight: 241 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-12: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 18-22,11-16: 2x4 SP No.1, 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 6-20 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=228(LC 11) Max Uplift 2=-487(LC 12), 12=-400(LC 12) Max Grav 2=1469(LC 1), 12=1380(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2568/882, 3-5=-2161/822, 5-6=-1727/735, 6-7=-2038/864, 7-8=-2052/869, 8-10=-2251/869, 10-11=-3075/1089, 11-12=-786/299 BOT CHORD 2-23=-766/2203, 21-23=-766/2203, 20-21=-616/1876, 16-17=-517/1916, 15-16=-921/2828, 11-15=-921/2828 WEBS 3-21=-409/172, 5-21=-47/358, 5-20=-609/287, 6-20=-1142/284, 8-16=-186/598, 10-16=-1050/467, 10-15=0/287, 8-17=-107/361, 17-20=-608/2180, 6-17=-508/1782 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 17-0-0, Exterior(2R) 17-0-0 to 22-4-8, Interior(1) 22-4-8 to 23-8-0, Exterior(2R) 23-8-0 to 29-0-8, Interior(1) 29-0-8 to 37-4-0 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=487, 12=400. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A09 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24721170 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:50 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-9wPmueWY8NV5yxhjTukfm4HD6tmwKdZvf0_uf2ywZ?h Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 26 27 28 29 30 31 3x6 5x8 5x8 4x6 3x6 3x6 6x8 3x6 3x4 5x8 3x4 4x4 7x8 7-9-4 7-9-4 15-0-0 7-2-12 19-7-0 4-7-0 21-4-8 1-9-8 21-8-0 0-3-8 25-8-0 4-0-0 30-6-0 4-10-0 35-4-0 4-10-0 35-8-0 0-4-0 38-0-0 2-4-0 -1-4-0 1-4-0 7-9-4 7-9-4 15-0-0 7-2-12 19-7-0 4-7-0 21-8-0 2-1-0 25-8-0 4-0-0 30-6-0 4-10-0 35-4-0 4-10-0 38-0-0 2-8-0 39-4-0 1-4-0 0-4-37-10-30-4-31-4-01-0-07-10-36.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [7:0-6-0,0-2-8], [9:0-0-8,0-5-4], [16:0-2-0,0-3-4] 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-S 0.71 0.82 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.56 0.41 (loc) 14-16 14-16 10 l/defl >999 >791 n/a L/d 240 180 n/a PLATES MT20 Weight: 223 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-10: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 2-20,9-15: 2x4 SP No.1, 6-18: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 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 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 3-19 REACTIONS. (size)10=0-8-0, 2=0-8-0 Max Horz 2=200(LC 11) Max Uplift 10=-400(LC 12), 2=-487(LC 12) Max Grav 10=1380(LC 1), 2=1469(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2534/880, 3-5=-1914/749, 5-6=-2452/977, 6-7=-2473/986, 7-8=-2497/934, 8-9=-3263/1142, 9-10=-786/298 BOT CHORD 2-21=-753/2168, 19-21=-753/2168, 14-16=-614/2156, 13-14=-984/3037, 9-13=-984/3037, 6-16=-309/181 WEBS 3-21=0/331, 3-19=-664/311, 5-19=-517/163, 7-14=-169/605, 8-14=-1021/437, 7-16=-155/524, 16-19=-531/1840, 5-16=-412/1349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 15-0-0, Exterior(2R) 15-0-0 to 20-4-8, Interior(1) 20-4-8 to 25-8-0, Exterior(2R) 25-8-0 to 31-0-8, Interior(1) 31-0-8 to 37-4-0 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=400, 2=487. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24721171 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:52 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-6JWXJKXof_lpBEr5bJn7rVMcthRhoXVC6KT_jxywZ?f Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 3x6 5x8 5x6 3x6 3x6 5x8 3x6 3x4 2x4 6x8 3x4 3x8 3x4 2x4 3x6 2x4 3x4 6-9-4 6-9-4 13-0-0 6-2-12 19-7-0 6-7-0 27-8-0 8-1-0 32-6-12 4-10-12 38-0-0 5-5-4 -1-4-0 1-4-0 6-9-4 6-9-4 13-0-0 6-2-12 19-7-0 6-7-0 23-4-0 3-9-0 27-8-0 4-4-0 32-6-12 4-10-12 38-0-0 5-5-4 39-4-0 1-4-0 0-4-36-10-30-4-31-4-06-10-36.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [8:0-3-0,0-2-0], [15:0-2-12,0-2-8] 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-S 0.56 0.86 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.50 0.15 (loc) 13-15 13-15 10 l/defl >999 >896 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-17: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing. Except: 10-0-0 oc bracing: 15-17 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-181(LC 10) Max Uplift 2=-490(LC 12), 10=-489(LC 12) Max Grav 2=1479(LC 1), 10=1479(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2579/891, 3-5=-2073/783, 5-6=-2495/965, 6-7=-2502/962, 7-8=-1981/786, 8-9=-2256/825, 9-10=-2593/906 BOT CHORD 2-20=-729/2212, 18-20=-729/2212, 13-15=-679/2326, 12-13=-720/2226, 10-12=-720/2226, 6-15=-311/186 WEBS 3-20=0/275, 3-18=-534/263, 15-18=-492/1764, 5-15=-301/974, 7-13=-628/241, 7-15=-72/346, 8-13=-218/741, 9-13=-345/202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 13-0-0, Exterior(2R) 13-0-0 to 18-4-8, Interior(1) 18-4-8 to 27-8-0, Exterior(2R) 27-8-0 to 33-0-8, Interior(1) 33-0-8 to 39-4-13 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) 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=490, 10=489. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24721172 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:53 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-aV4vWgYQQItgpOQH80IMOjvm95quXzdLL_CYFNywZ?e Scale = 1:66.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 5x8 5x6 5x8 3x6 3x6 3x4 2x4 3x4 3x4 2x4 6x8 3x4 4x4 3x8 2x4 3x6 5-9-4 5-9-4 11-0-0 5-2-12 17-10-14 6-10-14 24-8-0 6-9-2 29-8-0 5-0-0 37-11-4 8-3-4 -1-4-0 1-4-0 5-9-4 5-9-4 11-0-0 5-2-12 17-10-14 6-10-14 24-8-0 6-9-2 29-8-0 5-0-0 33-8-2 4-0-2 37-11-4 4-3-2 39-4-0 1-4-12 0-4-35-10-31-8-95-10-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [5:0-3-0,0-3-0], [7:0-6-0,0-2-8], [14:0-2-12,0-1-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.67 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 0.28 0.03 (loc) 11-12 11-12 13 l/defl >491 >558 n/a L/d 240 180 n/a PLATES MT20 Weight: 217 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-13 REACTIONS. (size)2=0-8-0, 13=0-8-0, 11=0-7-4 Max Horz 2=-155(LC 10) Max Uplift 2=-302(LC 12), 13=-715(LC 12), 11=-304(LC 12) Max Grav 2=864(LC 21), 13=1781(LC 1), 11=368(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1304/420, 3-4=-882/326, 4-5=-419/198, 5-6=-153/579, 6-7=-153/579, 7-8=-31/375, 8-9=-109/258, 9-11=-216/304 BOT CHORD 2-18=-315/1126, 17-18=-315/1126, 15-17=-126/741, 13-15=0/408, 11-12=-283/129 WEBS 3-17=-448/229, 4-17=-75/385, 4-15=-437/185, 5-15=-66/483, 5-13=-1255/456, 6-13=-332/201, 7-13=-729/809, 7-12=-633/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-12, Interior(1) 2-4-12 to 11-0-0, Exterior(2R) 11-0-0 to 16-4-6, Interior(1) 16-4-6 to 29-8-0, Exterior(2R) 29-8-0 to 35-0-6, Interior(1) 35-0-6 to 39-4-13 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=302, 13=715, 11=304. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24721173 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:56 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-_4m19haJjDGEgs9sq8r30LXHVIuskNKn1yRCsiywZ?b Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 34 5x8 5x6 5x8 3x6 3x6 3x4 4x4 3x4 4x6 4x4 4x6 2x4 5x8 4x6 3x8 2x4 5x12 4x4 3x4 0-2-0 4-2-4 4-2-4 7-10-0 3-7-12 9-0-0 1-2-0 14-3-13 5-3-13 19-5-15 5-2-1 22-4-0 2-10-1 24-8-0 2-4-0 28-2-0 3-6-0 31-8-0 3-6-0 37-11-4 6-3-4 -1-4-0 1-4-0 4-2-4 4-2-4 7-10-0 3-7-12 9-0-0 1-2-0 14-3-13 5-3-13 19-5-15 5-2-1 22-4-0 2-10-1 24-8-0 2-4-0 28-2-0 3-6-0 31-8-0 3-6-0 37-11-4 6-3-4 39-4-0 1-4-12 0-4-34-10-31-8-91-0-04-10-36.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [7:0-3-0,0-3-0], [9:0-6-0,0-2-8], [10:0-2-15,0-2-0], [14:0-3-8,0-1-8], [18:0-4-0,0-3-0], [20:0-6-0,0-3-0] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.47 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.15 0.02 (loc) 13-14 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 4-10-0 oc bracing: 14-16 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 9-14 REACTIONS. (size)2=0-8-0, 12=0-7-4, 14=0-8-0 Max Horz 2=-127(LC 10) Max Uplift 2=-351(LC 12), 12=-398(LC 12), 14=-555(LC 12) Max Grav 2=947(LC 1), 12=485(LC 22), 14=1585(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1502/590, 3-4=-1737/722, 4-5=-1445/645, 5-6=-1336/651, 6-7=-1336/651, 7-8=-766/502, 8-9=0/307, 9-10=-366/713, 10-12=-431/635 BOT CHORD 2-23=-475/1268, 19-20=-523/1518, 18-19=-423/1307, 17-18=-335/792, 16-17=-312/54, 13-14=-520/261, 4-20=-151/422, 14-16=-1173/407, 8-16=-1113/414 WEBS 3-23=-331/180, 4-19=-473/225, 5-19=-149/440, 9-13=-406/261, 10-13=-418/175, 20-23=-464/1214, 3-20=-85/265, 6-18=-301/186, 7-17=-636/244, 8-17=-358/1286, 7-18=-190/668, 9-14=-579/546 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-12, Interior(1) 2-4-12 to 9-0-0, Exterior(2R) 9-0-0 to 14-3-13, Interior(1) 14-3-13 to 31-8-0, Exterior(2R) 31-8-0 to 37-0-6, Interior(1) 37-0-6 to 39-4-13 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=351, 12=398, 14=555. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A13 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24721174 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:59 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-PfRAnjdB08epXJtRVHPmd_9krVpvxdXDjwfsT1ywZ?Y Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 13 27 28 29 3031 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 5x8 5x6 5x8 3x6 5x6 3x6 3x4 7x8 3x4 4x6 6x8 6x8 6x8 4x4 4x8 3x4 3x4 2x4 5x12 5x8 5x12 3x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 3-9-4 3-9-4 7-0-13 3-3-9 7-10-0 0-9-3 11-6-5 3-8-5 15-10-14 4-4-9 20-3-7 4-4-9 22-4-0 2-0-9 24-8-0 2-4-0 29-1-2 4-5-2 33-8-0 4-6-14 37-11-4 4-3-4 -1-4-0 1-4-0 3-9-4 3-9-4 7-0-0 3-2-12 7-10-0 0-10-0 11-6-5 3-8-5 15-10-14 4-4-9 20-3-7 4-4-9 22-4-0 2-0-9 24-8-0 2-4-0 29-1-2 4-5-2 33-8-0 4-6-14 37-11-4 4-3-4 39-4-0 1-4-12 0-4-33-10-31-8-91-0-03-10-36.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15], [7:0-3-0,0-3-0], [10:0-6-0,0-2-8], [11:0-2-15,0-2-0], [16:0-3-8,0-0-0], [18:0-9-0,0-3-0], [19:0-3-8,0-2-8], [23:0-6-0,0-3-8], [26:0-3-8,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-S 0.83 0.96 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.38 0.09 (loc) 22 22-23 16 l/defl >999 >778 n/a L/d 240 180 n/a PLATES MT20 Weight: 225 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 21-23: 2x4 SP No.1, 8-16: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 8-19,9-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-4 oc bracing. Except: 3-4-0 oc bracing: 18-19 3-6-0 oc bracing: 16-18 WEBS 1 Row at midpt 9-18 REACTIONS. (size)2=0-8-0, 13=0-7-4, 16=0-8-0 Max Horz 2=-100(LC 23) Max Uplift 2=-710(LC 8), 13=-504(LC 8), 16=-2005(LC 8) Max Grav 2=1570(LC 17), 13=455(LC 18), 16=3954(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2762/1165, 3-4=-3649/1634, 4-5=-3557/1522, 5-6=-2647/1102, 6-7=-2647/1102, 7-8=-605/250, 8-9=-1130/2772, 9-10=0/579, 10-11=-345/482, 11-13=-419/469 BOT CHORD 2-26=-978/2363, 22-23=-1391/3294, 20-22=-1402/3557, 19-20=-188/697, 18-19=-2857/1284, 15-16=-294/49, 14-15=-386/273, 16-18=-3812/1923, 8-18=-2534/1150 WEBS 3-26=-679/342, 10-14=-189/387, 11-14=-413/259, 23-26=-986/2389, 3-23=-474/983, 9-15=-393/823, 10-15=-880/361, 4-22=-32/383, 6-20=-414/230, 7-19=-1653/759, 8-19=-1636/3987, 7-20=-944/2290, 5-20=-1055/487, 15-18=-261/0, 9-18=-2666/1496, 23-25=-264/461, 4-23=-479/1074 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=710, 13=504, 16=2005. Continued on page 2 July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss A13 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24721174 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:28:59 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-PfRAnjdB08epXJtRVHPmd_9krVpvxdXDjwfsT1ywZ?Y NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 226 lb up at 7-0-7, 113 lb down and 96 lb up at 9-0-12, 113 lb down and 96 lb up at 11-0-12, 113 lb down and 96 lb up at 13-0-12, 113 lb down and 96 lb up at 15-0-12, 113 lb down and 96 lb up at 17-0-12, 113 lb down and 96 lb up at 19-0-12, 113 lb down and 96 lb up at 20-4-0, 113 lb down and 96 lb up at 21-7-4, 122 lb down and 128 lb up at 23-7-4, 122 lb down and 128 lb up at 25-7-4, 122 lb down and 128 lb up at 27-7-4, 122 lb down and 128 lb up at 29-7-4, and 122 lb down and 128 lb up at 31-7-4, and 156 lb down and 205 lb up at 33-8-0 on top chord, and 406 lb down and 303 lb up at 7-0-13, 71 lb down and 32 lb up at 9-0-12, 71 lb down and 32 lb up at 11-0-12, 71 lb down and 32 lb up at 13-0-12, 71 lb down and 32 lb up at 15-0-12, 71 lb down and 32 lb up at 17-0-12, 71 lb down and 32 lb up at 19-0-12, 71 lb down and 32 lb up at 20-4-0, 71 lb down and 32 lb up at 21-7-4, 92 lb down and 86 lb up at 23-7-4, 92 lb down and 61 lb up at 25-7-4, 92 lb down and 60 lb up at 27-7-4, 92 lb down and 60 lb up at 29-7-4, and 92 lb down and 60 lb up at 31-7-4, and 240 lb down and 218 lb up at 33-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=-54, 10-11=-54, 11-12=-54, 2-24=-20, 18-23=-20, 16-17=-20, 13-16=-20 Concentrated Loads (lb) Vert: 4=-140(F) 7=-87(F) 10=-112(F) 14=-240(F) 19=-71(F) 25=-406(F) 27=-87(F) 29=-87(F) 30=-87(F) 32=-87(F) 33=-87(F) 34=-87(F) 35=-87(F) 36=-112(F) 37=-112(F) 38=-112(F) 40=-112(F) 41=-112(F) 42=-71(F) 43=-71(F) 44=-71(F) 45=-71(F) 46=-71(F) 47=-71(F) 48=-71(F) 49=-46(F) 51=-46(F) 52=-46(F) 53=-46(F) 54=-46(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 2551557(BERMUDAB2) Truss B01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24721175 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:01 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-L2ZwCPeRYluXmd1qciREjPE38JYkPj8WBE8zXwywZ?W Scale = 1:22.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 4x4 4x4 4x4 4x4 3x4 3x4 4x8 4x4 4x8 4x4 3x4 3x4 2x4 2x4 Special Special Special Special Special Special Special Special Special Special Special Special 2-8-0 2-8-0 3-9-14 1-1-14 5-5-14 1-8-0 6-2-2 0-8-5 7-10-2 1-8-0 9-0-0 1-1-14 11-0-0 2-0-0 -1-4-0 1-4-0 2-8-0 2-8-0 3-9-14 1-1-14 5-5-14 1-8-0 6-2-2 0-8-5 7-10-2 1-8-0 9-0-0 1-1-14 11-0-0 2-0-0 0-4-32-3-12-10-30-8-31-0-02-10-36.00 12 4.24 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-0], [8:0-4-12,0-2-0], [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-S 0.91 0.68 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.30 (loc) 15 15 10 l/defl >795 >384 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP M 31, 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 8-11,3-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 10=Mechanical Max Horz 2=67(LC 7) Max Uplift 2=-255(LC 8), 10=-163(LC 8) Max Grav 2=642(LC 1), 10=546(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-326/91, 3-4=-1452/429, 4-5=-1200/367, 5-6=-1137/361, 6-7=-1204/367, 7-8=-1396/428 BOT CHORD 3-14=-372/1445, 13-14=-284/1157, 8-13=-370/1339 WEBS 4-14=-363/108, 5-14=-83/359, 6-13=-85/317, 7-13=-252/106, 9-10=-540/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=255, 10=163. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 lb down and 60 lb up at 3-9-14, 95 lb down and 64 lb up at 5-0-0, 89 lb down and 66 lb up at 5-10-0, and 95 lb down and 64 lb up at 6-8-0, and 118 lb down and 60 lb up at 7-10-2 on top chord, and 27 lb down and 14 lb up at 3-9-14, 41 lb down and 17 lb up at 5-0-0, 50 lb down and 20 lb up at 5-5-14, 48 lb down and 19 lb up at 5-10-0, 50 lb down and 20 lb up at 6-2-2, and 41 lb down and 17 lb up at 6-8-0, and 27 lb down and 14 lb up at 7-10-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss B01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24721175 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:01 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-L2ZwCPeRYluXmd1qciREjPE38JYkPj8WBE8zXwywZ?W 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, 6-7=-54, 7-8=-54, 8-9=-54, 2-16=-20, 15-16=-20, 3-8=-20, 11-12=-20, 10-11=-20 Concentrated Loads (lb) Vert: 14=-88(F) 13=-46(F) 17=-13(F) 18=-43(F) 19=-13(F) 20=-13(F) 21=-29(F) 22=-29(F) 23=-13(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 2551557(BERMUDAB2) Truss B02 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24721176 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:02 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-pE7JPkf4J30OOnc0APyTFcnCnjvZ8BkgPuuW4MywZ?V Scale = 1:23.1 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 4x4 3x4 3x4 4x8 4x4 5x8 4x4 2x4 2x4 2x4 2-8-0 2-8-0 5-10-0 3-2-0 9-0-0 3-2-0 11-0-0 2-0-0 -1-4-0 1-4-0 2-8-0 2-8-0 5-10-0 3-2-0 9-0-0 3-2-0 11-0-0 2-0-0 0-4-33-3-30-8-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-2-15,0-1-0], [5:0-5-0,0-2-7], [6: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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.98 0.64 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.37 0.31 (loc) 11 11 7 l/defl >536 >339 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-8,3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 7=Mechanical Max Horz 2=81(LC 11) Max Uplift 2=-200(LC 12), 7=-103(LC 12) Max Grav 2=505(LC 1), 7=397(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-715/460, 4-5=-715/480 BOT CHORD 3-10=-347/640, 5-10=-347/640 WEBS 6-7=-391/266, 4-10=-85/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 5-10-0, Exterior(2R) 5-10-0 to 8-10-0, Interior(1) 8-10-0 to 10-10-4 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) The Fabrication Tolerance at joint 3 = 8%, joint 3 = 0% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=200, 7=103. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss C01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24721177 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:04 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-ldF3qQgKrgG6d4mPIq_xK1sgVWeLc3rztCNd8EywZ?T Scale = 1:38.6 1 2 3 4 6 9 10 11 12 5 7 8 18 17 16 15 14 13 27 28 29 30 31 32 33 34 35 36 37 38 3x4 3x4 3x4 3x4 4x8 3x4 4x4 4x8 7x8 4x4 4x4 3x4 3x4 3x8 3x8 3x8 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 3-0-0 3-0-0 4-0-2 1-0-2 6-11-3 2-11-1 10-0-0 3-0-13 13-0-13 3-0-13 15-11-14 2-11-1 17-0-0 1-0-2 20-0-0 3-0-0 -1-4-0 1-4-0 4-0-2 4-0-2 6-11-3 2-11-1 10-0-0 3-0-13 13-0-13 3-0-13 15-11-14 2-11-1 20-0-0 4-0-2 21-4-0 1-4-0 0-4-31-10-35-0-40-4-31-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-1], [11:0-4-0,0-2-1] 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-S 0.46 0.43 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.04 (loc) 17 17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. JOINTS 1 Brace at Jt(s): 7, 5, 8 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-134(LC 30) Max Uplift 2=-343(LC 8), 11=-317(LC 8) Max Grav 2=863(LC 1), 11=828(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1624/523, 4-6=-918/284, 6-9=-929/284, 9-11=-1575/472, 4-5=-766/324, 8-9=-728/280 BOT CHORD 2-18=-409/1558, 17-18=-299/1304, 16-17=-299/1304, 14-16=-281/1227, 13-14=-281/1227, 11-13=-363/1423 WEBS 6-7=-84/527, 7-16=-92/508, 5-18=-130/287, 5-16=-458/132, 8-16=-427/112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=343, 11=317. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 45 lb up at 3-0-12, 57 lb down and 45 lb up at 5-0-12, 57 lb down and 45 lb up at 7-0-12, 57 lb down and 45 lb up at 9-0-12, 57 lb down and 45 lb up at 10-11-4, 57 lb down and 45 lb up at 12-11-4, and 57 lb down and 45 lb up at 14-11-4, and 87 lb down and 106 lb up at 16-11-4 on top chord, and 88 lb down and 43 lb up at 3-0-0, 20 lb down at 5-0-12, 20 lb down at 7-0-12, 20 lb down at 9-0-12, 20 lb down at 10-11-4, 20 lb down at 12-11-4, and 20 lb down at 14-11-4, and 66 lb down and 10 lb up at 16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss C01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24721177 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:04 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-ldF3qQgKrgG6d4mPIq_xK1sgVWeLc3rztCNd8EywZ?T LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 17=-6(B) 14=-6(B) 33=-42(B) 34=-6(B) 35=-6(B) 36=-6(B) 37=-6(B) 38=6(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 2551557(BERMUDAB2) Truss C02 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T24721178 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:05 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-DppR2mhyb_OzFELbrXVAtFPuswsaLXF65s6BghywZ?S Scale = 1:35.4 1 2 3 4 5 6 7 9 8 10 11 12 13 4x4 3x6 3x4 3x4 3x4 2x4 3x8 2x4 10-0-0 10-0-0 19-4-0 9-4-0 -1-4-0 1-4-0 5-3-4 5-3-4 10-0-0 4-8-12 14-6-4 4-6-4 19-4-0 4-9-12 0-4-35-4-30-8-36.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [7:0-4-0,0-0-7] 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-S 0.29 0.94 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.40 0.03 (loc) 2-9 2-9 7 l/defl >999 >575 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-7-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=139(LC 11) Max Uplift 7=-204(LC 12), 2=-294(LC 12) Max Grav 7=699(LC 1), 2=801(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1132/560, 3-4=-852/422, 4-5=-844/433, 5-7=-1079/546 BOT CHORD 2-9=-432/949, 7-9=-394/899 WEBS 3-9=-300/276, 4-9=-184/501, 5-9=-251/249 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 19-4-0 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=204, 2=294. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss CJ1 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T24721179 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:06 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-i?MpF6iaMHWqtOvnPF1PQSx5JKQK40TFKWskD7ywZ?R Scale = 1:7.8 1 2 3 4 2x4 1-0-0 1-0-0 -1-4-0 1-4-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 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 0.18 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=56(LC 12) Max Uplift 3=-38(LC 1), 2=-142(LC 12) Max Grav 3=50(LC 12), 2=176(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=142. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss CJ1A Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T24721180 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:06 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-i?MpF6iaMHWqtOvnPF1PQSx25KP?40TFKWskD7ywZ?R Scale = 1:13.8 1 2 5 3 4 2x4 3x4 0-10-3 0-10-3 -1-4-12 1-4-12 0-10-3 0-10-3 1-8-92-1-101-9-02-1-106.00 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-R 0.32 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-4, 3=Mechanical, 4=Mechanical Max Horz 5=57(LC 12) Max Uplift 5=-72(LC 12), 3=-68(LC 1), 4=-45(LC 12) Max Grav 5=213(LC 1), 3=26(LC 12), 4=11(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) 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, 3, 4. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss CJ3 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T24721181 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:07 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-ACwCSSjC7behUYU_zyYeygUF4kkWpTjPZAbHlZywZ?Q Scale = 1:12.8 1 2 5 3 4 2x4 3-0-0 3-0-0 -1-4-0 1-4-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 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 0.24 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-27(LC 9), 2=-126(LC 12) Max Grav 3=45(LC 17), 2=221(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 2-11-4 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) 3 except (jt=lb) 2=126. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss CJ3A Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T24721182 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:08 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-eOUagokquvmX6i3AXg3tVt1Ni82YYwyYopLrH0ywZ?P Scale = 1:18.8 1 2 5 6 3 4 3x4 3x4 2-10-3 2-10-3 -1-4-12 1-4-12 2-10-3 2-10-3 1-8-93-1-100-4-112-9-03-1-106.00 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-R 0.44 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-4, 3=Mechanical, 4=Mechanical Max Horz 5=93(LC 12) Max Uplift 5=-71(LC 12), 3=-49(LC 12), 4=-14(LC 12) Max Grav 5=211(LC 1), 3=57(LC 17), 4=49(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-9 to 1-6-7, Interior(1) 1-6-7 to 2-9-7 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, 3, 4. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss CJ3B Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T24721183 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:09 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-6a2yt8kTfCuOkreM4Na615ZbaXQRGNCi0T4OqSywZ?O Scale = 1:14.1 1 2 5 6 3 4 2x4 3-5-14 3-5-14 -1-4-0 1-4-0 3-5-14 3-5-14 0-4-32-1-21-8-72-1-26.00 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 0.24 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 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=100(LC 12) Max Uplift 3=-34(LC 12), 2=-124(LC 12) Max Grav 3=63(LC 17), 2=234(LC 1), 4=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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 3-5-2 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) 3 except (jt=lb) 2=124. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss CJ5 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T24721184 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:09 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-6a2yt8kTfCuOkreM4Na615ZYeXN5GNCi0T4OqSywZ?O Scale = 1:18.2 1 2 5 6 3 4 2x4 5-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 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 0.43 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=128(LC 12) Max Uplift 3=-71(LC 12), 2=-125(LC 12) Max Grav 3=113(LC 17), 2=281(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-11-4 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) 3 except (jt=lb) 2=125. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss CJ5B Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T24721185 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:10 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-ancK5Ul5QW0FL?DZe55LaI6hkxiK?qSrF7qxMuywZ?N Scale = 1:19.4 1 2 5 6 3 4 2x4 5-5-14 5-5-14 -1-4-0 1-4-0 5-5-14 5-5-14 0-4-33-1-22-8-73-1-26.00 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 0.54 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.00 (loc) 2-4 2-4 3 l/defl >999 >757 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 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=137(LC 12) Max Uplift 3=-82(LC 12), 2=-127(LC 12) Max Grav 3=128(LC 17), 2=298(LC 1), 4=102(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 5-5-2 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) 3 except (jt=lb) 2=127. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss HJ3 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24721186 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:11 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-2zAiIpmjBq86z9olCocb7WfvUL5ekHi?UnZVuKywZ?M Scale = 1:12.6 1 2 3 5 4 2x4 Special Special 4-2-3 4-2-3 -1-10-10 1-10-10 4-2-3 4-2-3 0-4-31-9-141-5-101-9-144.24 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-P 0.34 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 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=90(LC 8) Max Uplift 3=-33(LC 5), 2=-200(LC 8) Max Grav 3=65(LC 1), 2=272(LC 28), 4=55(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) 3 except (jt=lb) 2=200. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 66 lb up at 1-4-15, and 50 lb down and 66 lb up at 1-4-15 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, 2-4=-20 Concentrated Loads (lb) Vert: 5=76(F=38, B=38) July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss HJ7 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24721187 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:12 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-W9k5W9nLy7HzbJNxmV8qfjB4ElJ?Tf48iRJ2QnywZ?L Scale = 1:22.9 1 2 3 7 6 5 4 8 9 10 2x4 3x4 2x4 3x4 Special Special Special Special Special Special 5-1-9 5-1-9 9-10-1 4-8-7 -1-10-10 1-10-10 5-1-9 5-1-9 9-10-1 4-8-7 0-4-33-9-140-4-43-5-113-9-144.24 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-S 0.34 0.70 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 8-10-12 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=163(LC 24) Max Uplift 4=-63(LC 8), 2=-315(LC 8), 6=-189(LC 8) Max Grav 4=104(LC 1), 2=534(LC 28), 6=388(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-798/317 BOT CHORD 2-7=-379/699, 6-7=-379/699 WEBS 3-7=-151/307, 3-6=-754/409 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=315, 6=189. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 66 lb up at 1-4-15, 50 lb down and 66 lb up at 1-4-15, 38 lb down and 33 lb up at 4-2-15, 38 lb down and 33 lb up at 4-2-15, and 97 lb down and 88 lb up at 7-0-14, and 97 lb down and 88 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=76(F=38, B=38) 9=-58(F=-29, B=-29) 10=-194(F=-97, B=-97) July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss HJ7S Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24721188 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:13 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-_MHTjVnzjRPqCTy7JDf3CxkGQ9lZCAwHx52czDywZ?K Scale = 1:22.9 1 2 3 8 7 6 5 4 9 10 2x4 3x4 3x4 3x4 3x4 Special Special Special Special 2-11-14 2-11-14 5-11-12 2-11-14 -1-11-11 1-11-11 2-11-14 2-11-14 5-11-12 2-11-14 1-8-93-9-140-4-43-5-113-9-144.24 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-P 0.31 0.23 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-9-8, 4=Mechanical, 6=Mechanical Max Horz 8=117(LC 8) Max Uplift 8=-293(LC 8), 4=-47(LC 8), 6=-166(LC 8) Max Grav 8=416(LC 28), 4=72(LC 1), 6=233(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-395/240, 2-3=-250/122 WEBS 3-6=-281/203 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left 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) 8=293, 6=166. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 14 lb up at 1-0-15, 91 lb down and 115 lb up at 1-2-7, and 141 lb down and 64 lb up at 3-10-14, and 124 lb down and 23 lb up at 4-0-6 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: 1-2=-54, 2-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 9=-8(F=42, B=-50) 10=-150(F=-34, B=-116) July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss HJB1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24721189 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:14 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-TYrrwrobUlXhqdXKtwAIk8HOgY4MxdRRAlo9VfywZ?J Scale = 1:18.1 1 2 3 7 6 4 5 2x4 4x6 2x4 2-10-5 2-10-5 5-4-5 2-6-0 -1-5-5 1-5-5 2-10-5 2-10-5 5-4-5 2-6-0 0-4-32-9-141-9-141-0-05.54 12 Plate Offsets (X,Y)-- [3:0-5-1,0-2-4] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.47 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.11 0.04 (loc) 6 6 5 l/defl >714 >533 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-8, 5=Mechanical Max Horz 2=127(LC 12) Max Uplift 4=-53(LC 12), 2=-134(LC 12), 5=-4(LC 12) Max Grav 4=107(LC 17), 2=310(LC 1), 5=89(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-6-1 to 2-8-14, Exterior(2R) 2-8-14 to 5-3-9 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=134. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss HJB2 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24721190 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:15 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-xkPD8BpDF2fYSm6WRehXHMpalyS1g4haPPXi16ywZ?I Scale = 1:14.4 1 2 3 7 6 4 5 2x4 4x6 2x4 2-10-5 2-10-5 3-11-8 1-1-3 -1-5-5 1-5-5 2-10-5 2-10-5 3-11-8 1-1-3 0-4-32-2-21-2-21-0-05.54 12 Plate Offsets (X,Y)-- [2:0-0-7,Edge], [3:0-5-5,0-2-4] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.39 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.02 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-8, 5=Mechanical Max Horz 2=103(LC 12) Max Uplift 4=-28(LC 12), 2=-132(LC 12), 5=-3(LC 9) Max Grav 4=70(LC 17), 2=263(LC 1), 5=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-6-1 to 2-8-14, Exterior(2R) 2-8-14 to 3-10-12 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=132. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss J3 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T24721191 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:16 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-PxzbLXqs0MnP3wgi?LCmqZMopMpdPXxkd3HGZYywZ?H Scale = 1:12.8 1 2 5 3 4 2x4 3-0-0 3-0-0 -1-4-0 1-4-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 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 0.24 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-27(LC 9), 2=-126(LC 12) Max Grav 3=45(LC 17), 2=221(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 2-11-4 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) 3 except (jt=lb) 2=126. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss J3GE Truss Type Monopitch Supported Gable Qty 1 Ply 1 Job Reference (optional) T24721192 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:18 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-LJ5MmDr6Yz17JEq56mEEv_R6IAWOtRR05NmNeRywZ?F Scale = 1:11.4 1 2 3 4 5 6 2x4 2x4 3x4 -1-4-0 1-4-0 2-4-15 2-4-15 0-4-31-6-106.00 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 0.31 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=2-4-15, 2=2-4-15 Max Horz 2=79(LC 12) Max Uplift 4=-15(LC 9), 2=-105(LC 12) Max Grav 4=65(LC 17), 2=183(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-13 to 1-7-3, Exterior(2N) 1-7-3 to 2-3-3 zone;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 requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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) 4 except (jt=lb) 2=105. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss J5 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24721193 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:19 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-pWfk_YskIH9_xOPHgTmTRC_G9Zo5cuhAJ1VwAtywZ?E Scale = 1:17.8 1 2 3 7 6 8 9 4 5 2x4 4x6 2x4 2-8-0 2-8-0 5-0-0 2-4-0 -1-4-0 1-4-0 2-8-0 2-8-0 5-0-0 2-4-0 0-4-32-10-31-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-0-7,0-1-12] 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-R 0.36 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.09 0.04 (loc) 6 6 5 l/defl >755 >639 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=128(LC 12) Max Uplift 4=-51(LC 12), 2=-123(LC 12), 5=-4(LC 12) Max Grav 4=101(LC 17), 2=290(LC 1), 5=83(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-11-4 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=123. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss J5A Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T24721194 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:20 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-HiD6ButM3bHqYY_UEBHi_PXSbz8GLLxJYhFTiJywZ?D Scale = 1:16.8 1 2 3 7 6 8 9 4 5 2x4 4x6 2x4 2-8-0 2-8-0 4-7-2 1-11-2 -1-4-0 1-4-0 2-8-0 2-8-0 4-7-2 1-11-2 0-4-32-7-111-7-112-3-11-0-06.00 12 Plate Offsets (X,Y)-- [3:0-0-7,0-1-12] 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-R 0.32 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 0.03 (loc) 6 6 5 l/defl >955 >770 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-2 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=120(LC 12) Max Uplift 4=-44(LC 12), 2=-122(LC 12), 5=-3(LC 12) Max Grav 4=90(LC 17), 2=276(LC 1), 5=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-6-6 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=122. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss J7 Truss Type Jack-Open Qty 7 Ply 1 Job Reference (optional) T24721195 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:20 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-HiD6ButM3bHqYY_UEBHi_PXJyz1LLLxJYhFTiJywZ?D Scale = 1:23.4 1 2 5 6 3 7 8 42x4 7-0-0 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 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 0.87 0.67 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 0.27 -0.00 (loc) 2-4 2-4 3 l/defl >260 >289 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=164(LC 12) Max Uplift 3=-113(LC 12), 2=-219(LC 12), 4=-66(LC 8) Max Grav 3=173(LC 17), 2=350(LC 1), 4=132(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 6-11-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=113, 2=219. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss J7C Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T24721196 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:21 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-lumUPEu_quPhAhZgnuoxXd3XENP14oATnL_1FlywZ?C Scale = 1:23.4 1 2 3 6 7 4 5 3x4 2x4 5x8 2-8-0 2-8-0 7-0-0 4-4-0 -1-4-0 1-4-0 2-8-0 2-8-0 7-0-0 4-4-0 0-4-33-10-32-10-33-5-81-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-5] 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-R 0.65 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.22 0.13 (loc) 3-5 3-5 5 l/defl >393 >359 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=164(LC 12) Max Uplift 4=-81(LC 12), 2=-133(LC 12), 5=-12(LC 12) Max Grav 4=146(LC 17), 2=350(LC 1), 5=111(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 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, 5 except (jt=lb) 2=133. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss J34 Truss Type Monopitch Qty 4 Ply 1 Job Reference (optional) T24721197 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:17 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-t7X_ZtrUngvGh4FvY3j?Mnv_tm9S8_Btsj0p6_ywZ?G Scale = 1:12.7 1 2 3 4 5 2x4 2x4 2x4 3-3-0 3-3-0 -1-0-0 1-0-0 3-3-0 3-3-0 0-4-31-11-116.00 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 0.16 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-0, 2=0-3-0 Max Horz 2=85(LC 12) Max Uplift 4=-35(LC 12), 2=-87(LC 12) Max Grav 4=101(LC 17), 2=187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 3-1-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24721198 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:22 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-E4KtcaucbCXYor8sLcJA3qcsinttpFQc0?kanCywZ?B Scale = 1:7.5 1 2 3 2x4 2x4 2x4 1-10-14 1-10-14 0-0-40-11-76.00 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 0.02 0.02 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: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-10-6, 3=1-10-6 Max Horz 1=21(LC 12) Max Uplift 1=-7(LC 12), 3=-18(LC 12) Max Grav 1=42(LC 1), 3=43(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) 3 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, 3. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss V2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24721199 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:23 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-iHuFpwvFMWfPP?j2vJqPc29y1BADYiEmEfT7JeywZ?A Scale = 1:17.9 1 2 3 4 7 6 5 8 2x4 3x4 2x4 2x4 2x4 2x4 -1-4-0 1-4-0 2-5-8 2-5-8 1-8-112-11-76.00 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-R 0.37 0.21 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=2-5-8, 5=2-5-8, 6=2-5-8 Max Horz 7=82(LC 12) Max Uplift 7=-40(LC 12), 5=-33(LC 12), 6=-48(LC 9) Max Grav 7=180(LC 1), 5=40(LC 17), 6=55(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 2-3-12 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) 7, 5, 6. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss V4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24721200 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:23 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-iHuFpwvFMWfPP?j2vJqPc291UBD7YigmEfT7JeywZ?A Scale = 1:7.4 1 2 3 2x4 2x4 2x4 1-10-6 1-10-6 0-0-40-11-36.00 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 0.02 0.02 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: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-9-14, 3=1-9-14 Max Horz 1=20(LC 12) Max Uplift 1=-7(LC 12), 3=-17(LC 12) Max Grav 1=40(LC 1), 3=41(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) 3 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, 3. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss V5 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24721201 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:24 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-ATSd1Gwt7pnG19IFT1Le8FhARaZKH9SvTJDhr4ywZ?9 Scale = 1:12.6 1 2 3 4 6 5 7 2x4 2x4 3x6 2x4 4x8 -1-4-0 1-4-0 2-5-8 2-5-8 0-8-71-11-36.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-2] 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 0.14 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-3-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=2-5-8, 2=2-5-8, 6=2-5-8 Max Horz 2=73(LC 12) Max Uplift 5=-17(LC 12), 2=-88(LC 12), 6=-26(LC 9) Max Grav 5=35(LC 17), 2=159(LC 1), 6=65(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 2-3-12 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) 5, 2, 6. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2551557(BERMUDAB2) Truss V6 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24721202 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 19 08:29:25 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:k46ogJ0DRmhSc7YTJb_9pRyB3Aa-ef0?EcxVu7v7fJsR0ksthTELC_vZ0ch2izyEOXywZ?8 Scale = 1:12.7 1 2 3 4 6 5 7 2x4 2x4 3x6 2x4 4x8 -1-4-0 1-4-0 2-5-8 2-5-8 0-8-111-11-76.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-2] 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 0.14 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-3-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=2-5-8, 2=2-5-8, 6=2-5-8 Max Horz 2=73(LC 12) Max Uplift 5=-17(LC 12), 2=-87(LC 12), 6=-26(LC 9) Max Grav 5=35(LC 17), 2=159(LC 1), 6=65(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 2-3-12 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) 5, 2, 6. July 19,2021 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