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Home My WebLink AboutTruss Drawings6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77910 - LOT #29 Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 84 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: 65.0 psf Site Information: Lot/Block: . Customer Info: Coastal Construction Project Name: Lot 29 Model: . Subdivision: . Address: Unknown, . State: FLCity: Indian River County Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: December 1,2021 ORegan, Philip The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T26115671 A Date 12/1/212T26115672A112/1/213T26115673A212/1/214T26115674A312/1/215T26115675A412/1/216T26115676A512/1/217T26115677A612/1/218T26115678A712/1/219T26115679B12/1/2110T26115680B112/1/2111T26115681B212/1/2112T26115682B312/1/2113T26115683B412/1/2114T26115684B512/1/21 No.Seal#Truss Name 15 T26115685 C Date 12/1/2116T26115686C112/1/2117T26115687D12/1/2118T26115688D112/1/2119T26115689F12/1/2120T26115690F112/1/2121T26115691F212/1/2122T26115692FGE12/1/2123T26115693FGH12/1/2124T26115694FL112/1/2125T26115695FL212/1/2126T26115696FL312/1/2127T26115697FLA12/1/2128T26115698FLB12/1/21 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77910 - LOT #29 2 of 2 Site Information: Lot/Block: . Customer Info: Coastal Construction Project Name: Lot 29 Model: . Subdivision: . Address: Unknown, . State: FLCity: Indian River County No.Seal#Truss Name 29 T26115699 FLC Date 12/1/2130T26115700FLD12/1/2131T26115701FLE12/1/2132T26115702FLF12/1/2133T26115703FLG12/1/2134T26115704FLH12/1/2135T26115705FLI12/1/2136T26115706FLJ12/1/2137T26115707FLK12/1/2138T26115708FLL12/1/2139T26115709FLM12/1/2140T26115710FLN12/1/2141T26115711FLO12/1/2142T26115712GFA12/1/2143T26115713GFB12/1/2144T26115714GFC12/1/2145T26115715GFD12/1/2146T26115716GFE12/1/2147T26115717GFF12/1/2148T26115718GFG12/1/2149T26115719GFH12/1/2150T26115720GFK12/1/2151T26115721GRA12/1/2152T26115722GRB12/1/2153T26115723GRC12/1/2154T26115724GRD12/1/2155T26115725GRG12/1/2156T26115726GRH12/1/2157T26115727GRN12/1/2158T26115728GRO12/1/2159T26115729GRP12/1/2160T26115730J112/1/2161T26115731J1C12/1/2162T26115732J1P12/1/2163T26115733J312/1/2164T26115734J3C12/1/2165T26115735J3P12/1/2166T26115736J512/1/2167T26115737J5C12/1/2168T26115738J5P12/1/2169T26115739J712/1/2170T26115740KJ512/1/2171T26115741KJ712/1/2172T26115742KJC12/1/2173T26115743KJO12/1/2174T26115744M12/1/2175T26115745N12/1/2176T26115746O12/1/2177T26115747O112/1/2178T26115748P12/1/2179T26115749P112/1/2180T26115750P212/1/2181T26115751P312/1/2182T26115752SDGEC12/1/2183T26115753SGEA12/1/2184T26115754SGEH12/1/21 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 77910 Truss A Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115671 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:03:48 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-SA13gIIRrUUvHNSJYzs3vUsgE23aFibLakuMxfyE1yf Scale = 1:58.6 1 2 3 4 5 6 13 12 11 10 9 8 7 18 19 20 21 3x6 4x4 4x4 4x6 4x6 3x6 4x4 3x4 3x4 3x8 3x5 2x3 4x4 5-4-12 5-4-12 10-9-8 5-4-12 13-4-0 2-6-8 19-9-9 6-5-9 26-9-10 7-0-1 5-4-12 5-4-12 10-9-8 5-4-12 13-4-0 2-6-8 20-5-0 7-1-0 26-9-10 6-4-10 7-6-139-3-20-3-67-6-138.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.37 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.04 0.11 (loc) 8-9 8-9 7 8-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS 1 Row at midpt 1-13, 1-12, 2-12, 4-9, 6-9 REACTIONS. (size)13=Mechanical, 7=0-3-0 Max Horz 13=-604(LC 12) Max Uplift 13=-1018(LC 8), 7=-833(LC 12) Max Grav 13=1430(LC 18), 7=1437(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1441/1039, 1-2=-915/642, 2-3=-1334/965, 3-4=-1437/1073, 4-6=-1436/991, 6-7=-2115/1285 BOT CHORD 12-13=-409/630, 11-12=-166/971, 9-11=-375/1250, 8-9=-905/1675, 7-8=-905/1675 WEBS 1-12=-1088/1548, 2-12=-1137/922, 2-11=-550/716, 3-11=-523/460, 3-9=-552/413, 4-9=-717/1103, 6-9=-953/784, 6-8=0/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-4-0, Exterior(2R) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-8-2 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1018, 7=833. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss A1 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115672 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:03:49 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-wNbRteJ3coclvX1V6hNIShOr7ROp_7dUpOevT5yE1ye Scale = 1:59.4 1 2 3 4 5 6 13 12 11 10 9 8 7 18 19 20 21 3x6 3x5 4x4 4x6 4x6 3x6 3x5 3x4 3x4 3x8 3x5 2x3 4x4 5-10-8 5-10-8 11-9-0 5-10-8 13-4-0 1-7-0 20-5-0 7-1-0 26-9-10 6-4-10 5-10-8 5-10-8 11-9-0 5-10-8 13-4-0 1-7-0 20-5-0 7-1-0 26-9-10 6-4-10 8-2-79-3-20-3-68-2-78.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.37 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.04 0.11 (loc) 8-9 8-9 7 8-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing. WEBS 1 Row at midpt 1-13, 1-12, 2-12, 4-9, 6-9 REACTIONS. (size)13=Mechanical, 7=0-3-0 Max Horz 13=-657(LC 12) Max Uplift 13=-1065(LC 8), 7=-818(LC 12) Max Grav 13=1449(LC 18), 7=1454(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1447/1075, 1-2=-911/646, 2-3=-1281/943, 3-4=-1404/1047, 4-6=-1424/946, 6-7=-2143/1243 BOT CHORD 12-13=-445/683, 11-12=-136/945, 9-11=-306/1165, 8-9=-872/1698, 7-8=-872/1698 WEBS 1-12=-1092/1538, 2-12=-1117/928, 2-11=-505/630, 3-11=-461/416, 3-9=-553/442, 4-9=-682/1083, 6-9=-949/782, 6-8=0/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-4-0, Exterior(2R) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-8-2 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1065, 7=818. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss A2 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115673 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:03:50 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-OZ9q5_KhN6kcXhcigOuX_vx?9rgijeKe22NT?XyE1yd Scale = 1:57.2 1 2 3 4 5 6 7 12 11 10 9 8 16 17 18 19 20 6x8 3x4 4x4 4x6 4x6 3x6 3x4 3x4 3x8 3x5 2x3 3x4 9-9-0 9-9-0 13-4-0 3-7-0 20-5-0 7-1-0 26-6-10 6-1-10 5-0-4 5-0-4 9-9-0 4-8-12 13-4-0 3-7-0 20-5-0 7-1-0 26-6-10 6-1-10 6-10-79-3-20-5-66-10-78.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [7:0-4-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.59 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.54 0.04 0.08 (loc) 11-12 11-12 7 9 l/defl >989 >591 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-13 oc bracing. WEBS 1 Row at midpt 2-12, 4-9, 6-9 REACTIONS. (size)12=Mechanical, 7=0-1-11 Max Horz 12=-539(LC 12) Max Uplift 12=-981(LC 12), 7=-844(LC 12) Max Grav 12=1395(LC 18), 7=1412(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1405/980, 3-4=-1439/1077, 4-6=-1440/1020, 6-7=-2073/1293 BOT CHORD 11-12=-217/960, 9-11=-468/1385, 8-9=-914/1618, 7-8=-914/1618 WEBS 2-12=-1504/1104, 2-11=-559/906, 3-11=-542/512, 3-9=-654/395, 4-9=-701/1069, 6-9=-919/759, 6-8=0/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-4-0, Exterior(2R) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-6-10 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=981, 7=844. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss A3 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115674 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:03:51 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-sljCIJLK8PsT8rBuE5PmX6U62F26S0gnGi70Y_yE1yc Scale = 1:59.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 3x10 4x5 5x6 4x6 4x4 6x8 3x6 7x8 3x6 3x4 6x8 3x6 4x8 5x6 4x5 3x8 6-7-0 6-7-0 7-1-0 0-6-0 13-4-0 6-3-0 19-1-11 5-9-11 22-6-0 3-4-5 24-5-12 1-11-12 26-6-10 2-0-14 6-7-0 6-7-0 7-8-0 1-1-0 13-4-0 5-8-0 19-1-11 5-9-11 22-6-0 3-4-5 24-5-12 1-11-12 26-6-10 2-0-14 5-3-59-0-101-7-79-3-21-1-150-5-80-8-05-5-138.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-2-0], [11:0-2-12,0-3-0], [15:0-2-4,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.85 0.51 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.02 0.12 (loc) 14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 *Except* 15-16: 2x6 SP No.2, 12-15: 2x8 SP 2400F 2.0E, 9-11: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-6-5 oc bracing: 10-11. WEBS 1 Row at midpt 1-15 REACTIONS. (size)16=Mechanical, 9=Mechanical Max Horz 16=330(LC 11) Max Uplift 16=-943(LC 12), 9=-872(LC 12) Max Grav 16=1182(LC 1), 9=1182(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1370/975, 1-2=-1498/1023, 2-3=-1483/1011, 3-4=-1466/1077, 4-5=-1480/1086, 5-6=-2523/1727, 6-7=-2517/1649, 7-8=-2458/1589, 8-9=-1274/838 BOT CHORD 15-16=-318/333, 14-15=-817/1384, 13-14=-908/1465, 12-13=-370/566, 10-11=-1728/2662 WEBS 1-15=-1262/1851, 2-15=-479/654, 3-14=-688/515, 4-14=-704/1077, 7-11=-632/427, 7-10=-1233/842, 8-10=-1662/2572, 3-15=-516/439, 5-14=-781/649, 11-13=-545/910, 5-11=-613/884 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-4-0, Exterior(2R) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-4-14 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=943, 9=872. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss A4 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115675 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:03:53 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-p8ryj?Mag16BO8LHLWREcXZYO3newwf4k0c7csyE1ya Scale = 1:58.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 1211 10 19 20 21 22 3x6 4x5 4x4 4x6 4x4 3x4 6x8 5x12 5x6 3x4 3x4 4x12 3x5 3x5 3x8 3x4 3x10 4-7-0 4-7-0 5-8-0 1-1-0 7-1-0 1-5-0 13-4-0 6-3-0 19-5-5 6-1-5 21-6-0 2-0-11 22-6-0 1-0-0 26-6-10 4-0-10 4-7-0 4-7-0 5-8-0 1-1-0 7-1-0 1-5-0 13-4-0 6-3-0 19-5-5 6-1-5 22-5-12 3-0-7 26-6-10 4-0-14 3-1-58-2-102-1-79-3-22-5-150-4-84-1-138.00 12 5.00 12 Plate Offsets (X,Y)-- [16:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.31 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.16 0.04 0.12 (loc) 15-16 15-16 10 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-7 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 5-15 REACTIONS. (size)18=Mechanical, 10=Mechanical Max Horz 18=327(LC 11) Max Uplift 18=-913(LC 12), 10=-894(LC 12) Max Grav 18=1186(LC 1), 10=1201(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1368/947, 1-2=-1908/1277, 2-3=-1888/1259, 3-4=-1806/1222, 4-5=-1486/1092, 5-6=-1485/1086, 6-7=-2286/1489, 7-8=-2410/1568 BOT CHORD 17-18=-308/342, 16-17=-1282/1981, 15-16=-1026/1539, 14-15=-1011/1550, 10-11=-1410/2157 WEBS 1-17=-1487/2218, 2-17=-396/424, 3-16=-824/479, 4-15=-753/612, 5-15=-715/1086, 6-14=-401/336, 11-14=-872/1426, 6-11=-514/890, 8-10=-2417/1584, 8-11=-440/365, 6-15=-767/618 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-4-0, Exterior(2R) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-4-14 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) 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) 18=913, 10=894. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss A5 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115676 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:03:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-HKPKwLNCRKE2?IwTvEyT9l6kiS2hfNSDzfLg8IyE1yZ Scale = 1:58.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 6x8 3x4 4x8 4x5 4x12 3x6 7x8 6x8 3x4 3x4 3x5 3x8 3x4 4x8 4x8 4x4 3-11-8 3-11-8 7-1-0 3-1-8 13-4-0 6-3-0 20-5-12 7-1-12 22-6-0 2-0-4 26-6-10 4-0-10 3-8-0 3-8-0 3-11-8 0-3-8 7-1-0 3-1-8 13-4-0 6-3-0 18-0-8 4-8-8 20-5-12 2-5-4 22-6-0 2-0-4 26-6-10 4-0-10 1-6-37-11-83-2-59-3-23-9-150-7-104-5-158.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [10:0-2-8,0-2-0], [14:0-6-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.58 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 0.06 0.22 (loc) 12-13 12-13 9 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 7-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. WEBS 1 Row at midpt 4-13 REACTIONS. (size)16=Mechanical, 9=Mechanical Max Horz 16=-328(LC 10) Max Uplift 16=-896(LC 12), 9=-918(LC 12) Max Grav 16=1316(LC 17), 9=1297(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1856/1247, 3-4=-1465/1072, 4-5=-1470/1093, 5-6=-1906/1289, 6-7=-1386/929, 7-8=-1401/940, 8-9=-1368/946 BOT CHORD 15-16=-2363/3467, 14-15=-2813/4159, 13-14=-1130/1626, 12-13=-961/1411, 7-10=-333/371 WEBS 2-16=-3412/2256, 3-14=-70/275, 3-13=-770/628, 4-13=-758/1124, 5-13=-640/541, 6-12=-807/587, 10-12=-958/1520, 6-10=-373/199, 8-10=-1230/1832, 2-15=-1034/1656, 5-12=-257/444, 2-14=-2772/1836 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-4-0, Exterior(2R) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-4-14 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=896, 9=918. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss A6 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115677 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:03:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-lWzi8hOqBeMvdSVfTxUihyesIsRVOrENBJ5EhlyE1yY Scale = 1:61.0 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 6x8 4x4 4x6 5x12 3x6 5x12 5x6 3x4 3x4 4x12 6x8 3x5 3x5 3x8 4x4 3x5 3x8 1-8-0 1-8-0 5-11-8 4-3-8 7-1-0 1-1-8 13-4-0 6-3-0 18-5-12 5-1-12 22-6-0 4-0-4 26-6-10 4-0-10 1-8-0 1-8-0 5-11-8 4-3-8 7-1-0 1-1-8 13-4-0 6-3-0 18-5-12 5-1-12 22-6-0 4-0-4 26-6-10 4-0-10 1-0-38-9-85-4-59-3-25-1-150-2-60-8-05-9-158.00 12 5.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-2-4], [16:0-3-8,0-3-0], [17:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.64 0.42 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.15 0.04 0.13 (loc) 15-16 13-14 9 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 191 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 7-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size)9=Mechanical, 17=Mechanical Max Horz 17=363(LC 12) Max Uplift 9=-947(LC 12), 17=-867(LC 12) Max Grav 9=1182(LC 1), 17=1182(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1246/790, 1-2=-2356/1502, 2-3=-2188/1435, 3-4=-1877/1288, 4-5=-1447/1049, 5-6=-1436/1054, 6-7=-1031/705, 7-8=-1039/711, 8-9=-1389/977 BOT CHORD 16-17=-493/414, 15-16=-2050/2859, 14-15=-1611/2194, 13-14=-1247/1685, 12-13=-1022/1475, 7-10=-373/448 WEBS 1-16=-1584/2481, 2-16=-1274/904, 2-15=-884/605, 3-15=-721/1048, 3-14=-1096/783, 4-14=-129/295, 4-13=-784/653, 5-13=-680/1053, 6-13=-592/443, 10-12=-919/1348, 6-10=-706/501, 8-10=-1099/1605 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-8-0, Interior(1) 1-8-0 to 13-4-0, Exterior(2R) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-4-14 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=947, 17=867. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss A7 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115678 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:03:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-DjW5L1PSyxUmFc3s0f?xEAB1TGnG7HMWQzqnDByE1yX Scale = 1:61.2 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 22 234x6 5x12 6x8 6x8 3x4 2x3 2x3 3x4 3x4 3x4 3x5 5x6 4x10 2x3 3x5 4x8 2x3 6-3-1 6-3-1 13-4-0 7-0-15 13-4-4 0-0-4 16-5-12 3-1-8 19-3-12 2-10-0 22-6-0 3-2-4 26-6-10 4-0-10 -2-0-0 2-0-0 6-3-1 6-3-1 13-0-0 6-8-15 13-4-0 0-4-0 13-4-4 0-0-4 13-8-0 0-3-12 16-5-12 2-9-12 19-3-12 2-10-0 22-6-0 3-2-4 26-6-10 4-0-10 0-4-77-1-159-0-76-5-150-8-00-8-00-8-07-1-158.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-4], [4:0-3-0,Edge], [5:0-2-8,Edge], [6:0-5-4,0-2-4], [13:0-2-4,0-2-0], [16:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.38 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.20 0.06 0.11 (loc) 17-18 17-18 9 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 198 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 5-6: 2x6 SP No.2 BOT CHORD 2x4 SP M 30 *Except* 7-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-17: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-13, 16-18 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=738(LC 12) Max Uplift 9=-980(LC 9), 2=-1086(LC 12) Max Grav 9=1182(LC 1), 2=1356(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2051/1230, 3-5=-1667/1142, 5-6=-1672/1240, 6-7=-974/675, 7-8=-959/665, 8-9=-1429/1010 BOT CHORD 2-18=-1455/1967, 15-16=-1210/1709, 14-15=-1209/1711, 13-14=-1209/1711, 7-13=-516/574 WEBS 3-18=-187/307, 3-16=-678/517, 6-13=-1013/734, 8-13=-1120/1615, 5-16=-834/1306, 16-18=-1460/1966, 6-16=-703/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 13-2-13, Exterior(2E) 13-2-13 to 16-5-12, Interior(1) 16-5-12 to 26-4-14 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=980, 2=1086. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss B Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115679 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:03:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-hv4TZNP4jFcdsme2aMWAmNkAig5JsmygfdaKldyE1yW Scale = 1:58.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 20 21 22 23 24 25 3x6 4x5 5x6 6x8 3x5 2x3 3x5 3x4 3x5 4x4 6x8 2x3 5x12 4x4 2x3 6-3-0 6-3-0 11-8-0 5-5-0 12-4-0 0-8-0 13-4-4 1-0-4 19-3-12 5-11-8 26-6-10 7-2-14 -2-0-0 2-0-0 6-3-0 6-3-0 11-8-0 5-5-0 12-4-0 0-8-0 13-4-4 1-0-4 19-3-12 5-11-8 26-6-10 7-2-14 0-4-77-8-78-1-137-8-71-4-08.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [13:0-2-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.64 0.46 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.29 0.07 0.13 (loc) 11-12 11-12 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 191 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 7-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-3 oc bracing. WEBS 1 Row at midpt 8-9, 5-15, 6-11, 8-11 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=783(LC 12) Max Uplift 9=-1093(LC 9), 2=-1074(LC 12) Max Grav 9=1385(LC 17), 2=1617(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2121/1203, 4-5=-1892/1262, 5-6=-1878/1358, 6-7=-1359/970, 7-8=-1351/968, 8-9=-1415/1110 BOT CHORD 2-16=-1463/1951, 12-13=-1246/1703, 11-12=-1246/1703, 7-11=-731/801 WEBS 4-16=-309/353, 4-13=-415/336, 13-15=0/319, 5-13=-1087/1688, 6-11=-480/383, 8-11=-1270/1773, 13-16=-1493/1971, 6-13=-911/790 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-8-0, Exterior(2E) 11-8-0 to 12-4-0, Interior(1) 12-4-0 to 26-4-14 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1093, 2=1074. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss B1 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115680 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:03:58 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-95ermjQjUZkUUwDE841PJbGLf4SKbDqptHJuI4yE1yV Scale = 1:58.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 20 21 3x6 4x5 4x4 6x8 3x5 2x3 3x4 3x4 3x5 3x5 5x8 2x3 5x12 4x5 2x3 6-3-0 6-3-0 11-8-0 5-5-0 13-4-4 1-8-4 19-3-12 5-11-8 26-6-10 7-2-14 -2-0-0 2-0-0 6-3-0 6-3-0 11-8-0 5-5-0 13-4-4 1-8-4 14-4-0 0-11-12 19-3-12 4-11-12 26-6-10 7-2-14 0-4-76-4-78-1-136-4-71-4-08.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [13:0-2-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.70 0.41 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.08 0.14 (loc) 11-12 11-12 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 7-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-15, 8-11 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=671(LC 12) Max Uplift 9=-1037(LC 9), 2=-1102(LC 12) Max Grav 9=1183(LC 1), 2=1352(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2047/1255, 4-5=-1892/1293, 5-6=-1931/1391, 6-7=-1682/1156, 7-8=-1683/1164, 8-9=-1397/1057 BOT CHORD 2-16=-1397/1906, 12-13=-1466/2064, 11-12=-1466/2064, 7-11=-636/709 WEBS 4-16=-300/339, 4-13=-439/363, 13-15=0/273, 5-13=-1134/1731, 6-13=-1075/775, 6-11=-521/423, 8-11=-1393/2009, 13-16=-1425/1925 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-8-0, Exterior(2E) 11-8-0 to 14-4-0, Interior(1) 14-4-0 to 26-4-14 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1037, 2=1102. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss B2 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115681 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:03:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-dICDz2RLFssL63oQinYesopSFTn9KfLy6x3RqWyE1yU Scale = 1:58.2 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 21 22 23 3x6 4x5 4x5 6x8 3x5 2x3 4x4 3x4 3x5 3x5 6x10 2x3 3x4 4x10 4x5 2x3 6-3-0 6-3-0 11-8-0 5-5-0 13-4-4 1-8-4 16-4-0 2-11-12 19-3-12 2-11-12 26-6-10 7-2-14 -2-0-0 2-0-0 6-3-0 6-3-0 11-8-0 5-5-0 13-4-4 1-8-4 16-4-0 2-11-12 19-3-12 2-11-12 26-6-10 7-2-14 0-4-75-0-78-1-135-0-71-4-08.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [11:0-6-0,0-2-8], [14:0-4-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.50 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.21 0.10 0.19 (loc) 9-10 9-10 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 7-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing. WEBS 1 Row at midpt 5-16, 8-11 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=560(LC 12) Max Uplift 9=-942(LC 9), 2=-1125(LC 12) Max Grav 9=1183(LC 1), 2=1334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2077/1294, 4-5=-1902/1321, 5-6=-1923/1371, 6-7=-2678/1824, 7-8=-2304/1582, 8-9=-1373/987 BOT CHORD 2-17=-1317/1853, 13-14=-1839/2694, 12-13=-1839/2694, 11-12=-1562/2289, 7-11=-987/761 WEBS 4-17=-275/326, 4-14=-453/368, 5-14=-1071/1643, 6-14=-1506/1039, 6-12=-393/351, 7-12=-399/592, 8-11=-1733/2520, 14-17=-1342/1876 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-8-0, Exterior(2R) 11-8-0 to 14-8-0, Interior(1) 14-8-0 to 26-4-14 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=942, 2=1125. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss B3 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115682 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:00 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-6UmbBOSz0A_CjDNdFU3tO0MiXt8G35P6Lbo_MyyE1yT Scale = 1:52.2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 18 19 20 4x6 4x6 6x8 3x4 6x8 4x4 5x6 4x5 6x8 4x8 5x10 3x4 3x4 1-8-0 1-8-0 6-9-0 5-1-0 11-10-0 5-1-0 18-4-0 6-6-0 26-6-10 8-2-10 -2-0-0 2-0-0 1-8-0 1-8-0 6-9-0 5-1-0 11-8-0 4-11-0 18-4-0 6-8-0 22-3-9 3-11-9 26-6-10 4-3-1 0-4-73-8-78-1-133-8-72-1-78.00 12 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [12:0-7-0,0-2-8], [14:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.61 0.44 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.17 0.26 (loc) 13 12-13 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-10 oc bracing. WEBS 1 Row at midpt 5-12, 7-12, 8-10 REACTIONS. (size)10=Mechanical, 2=0-8-0 Max Horz 2=449(LC 12) Max Uplift 10=-918(LC 12), 2=-1142(LC 12) Max Grav 10=1183(LC 1), 2=1334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2536/1483, 3-5=-3767/2508, 5-6=-1632/1173, 6-7=-1632/1153, 7-8=-2423/1605 BOT CHORD 2-14=-1552/2354, 13-14=-1491/2328, 12-13=-2352/3409, 11-12=-1630/2453, 10-11=-1003/1470 WEBS 3-14=-893/734, 3-13=-861/1165, 5-13=-1611/2506, 5-12=-2642/1900, 6-12=-793/1234, 7-12=-1425/983, 7-11=-697/599, 8-11=-807/1278, 8-10=-1873/1291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-8-0, Exterior(2R) 11-8-0 to 14-8-0, Interior(1) 14-8-0 to 26-4-14 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=918, 2=1142. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss B4 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115683 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:01 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-agK_OkSbnU63LNyppCa6xDurLHT5oYUFaFYYuOyE1yS Scale = 1:52.2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 18 19 20 4x6 4x5 5x6 3x6 4x4 5x6 4x5 6x8 4x8 5x10 3x12 3x8 5x10 1-8-0 1-8-0 6-9-0 5-1-0 11-10-0 5-1-0 20-4-0 8-6-0 26-6-10 6-2-10 -2-0-0 2-0-0 1-8-0 1-8-0 6-8-0 5-0-0 6-9-0 0-1-0 11-8-0 4-11-0 16-3-8 4-7-8 20-4-0 4-0-8 26-6-10 6-2-10 0-4-72-4-78-1-132-4-72-1-78.00 12 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [12:0-7-0,0-2-8], [14:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.73 0.47 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.52 0.16 0.34 (loc) 11-12 11-12 10 11-12 l/defl >999 >615 n/a >931 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 9-11: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-15 oc bracing. WEBS 1 Row at midpt 5-12, 6-12, 7-11 REACTIONS. (size)10=Mechanical, 2=0-8-0 Max Horz 2=450(LC 11) Max Uplift 10=-906(LC 12), 2=-1154(LC 12) Max Grav 10=1183(LC 1), 2=1334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2543/1495, 3-5=-3721/2441, 5-6=-1650/1192, 6-7=-1686/1238, 7-8=-4165/2757, 8-9=-3202/2068, 9-10=-1368/934 BOT CHORD 2-14=-1446/2277, 13-14=-1388/2253, 12-13=-2175/3285, 11-12=-1240/1863 WEBS 3-14=-858/690, 3-13=-794/1120, 5-13=-1489/2413, 5-12=-2593/1825, 6-12=-968/1414, 7-12=-1084/862, 7-11=-1447/2307, 8-11=-2684/1865, 9-11=-2108/3280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-8-0, Exterior(2R) 11-8-0 to 14-8-0, Interior(1) 14-8-0 to 26-4-14 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=906, 2=1154. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss B5 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115684 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:02 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-2tuMc4TDYnFvzXX?Nv6LTRR3yhkSX_gPovH5RryE1yR Scale = 1:52.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 21 4x6 4x5 12x12 3x4 6x10 4x4 5x6 4x5 6x8 4x8 5x8 3x5 7x8 1-8-0 1-8-0 6-9-0 5-1-0 11-10-0 5-1-0 17-2-8 5-4-8 22-4-0 5-1-8 26-6-10 4-2-10 -2-0-0 2-0-0 1-8-0 1-8-0 6-9-0 5-1-0 11-8-0 4-11-0 17-2-8 5-6-8 22-4-0 5-1-8 26-6-10 4-2-10 0-4-71-0-78-1-131-0-72-1-78.00 12 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [8:0-6-4,Edge], [9:Edge,0-1-8], [12:0-3-8,Edge], [13:0-6-0,0-2-8], [15:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.72 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.63 0.20 0.58 (loc) 11-12 11-12 10 11-12 l/defl >999 >500 n/a >544 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 10-13: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 8-10: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-5 oc bracing. WEBS 1 Row at midpt 5-13, 6-13, 7-13, 8-12 REACTIONS. (size)10=Mechanical, 2=0-8-0 Max Horz 2=491(LC 11) Max Uplift 10=-900(LC 12), 2=-1160(LC 12) Max Grav 10=1183(LC 1), 2=1334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2548/1504, 3-5=-3657/2345, 5-6=-1650/1202, 6-7=-1686/1232, 7-8=-2636/1757, 8-9=-503/331 BOT CHORD 2-15=-1343/2206, 14-15=-1287/2183, 13-14=-1970/3148, 12-13=-1349/2114, 11-12=-3932/5993, 10-11=-3895/5964 WEBS 3-15=-835/652, 3-14=-693/1077, 5-14=-1352/2331, 5-13=-2519/1705, 6-13=-947/1383, 7-13=-1349/1008, 7-12=-412/787, 8-12=-3920/2610, 8-10=-5552/3623 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-8-0, Exterior(2R) 11-8-0 to 14-8-0, Interior(1) 14-8-0 to 26-4-14 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=900, 2=1160. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss C Truss Type Roof Special Qty 2 Ply 1 LOT #29 Job Reference (optional) T26115685 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:03 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-W3RkpQUrJ5Nmah6Cxdda0e_HK5C0GcgY1Z1fzHyE1yQ Scale = 1:31.6 1 2 3 4 5 6 710 9 8 17 18 4x6 3x5 5x6 5x6 3x5 5x8 4x5 4x5 1-8-0 1-8-0 6-9-0 5-1-0 11-10-0 5-1-0 13-6-0 1-8-0 -2-0-0 2-0-0 1-8-0 1-8-0 6-9-0 5-1-0 11-10-0 5-1-0 13-6-0 1-8-0 15-6-0 2-0-0 0-4-74-10-70-4-72-1-78.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [6:0-2-0,0-1-8], [8:0-3-0,0-2-4], [10:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.25 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.04 0.03 (loc) 9-10 9-10 6 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=337(LC 11) Max Uplift 2=-702(LC 12), 6=-702(LC 12) Max Grav 2=748(LC 1), 6=748(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1441/900, 3-4=-1381/682, 4-5=-1381/667, 5-6=-1442/900 BOT CHORD 2-10=-609/1216, 9-10=-555/1216, 8-9=-625/1346, 6-8=-681/1349 WEBS 4-9=-241/997, 5-9=-294/440, 5-8=-519/455, 3-9=-363/510, 3-10=-511/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-9-0, Exterior(2R) 6-9-0 to 9-9-0, Interior(1) 9-9-0 to 15-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=702, 6=702. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss C1 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115686 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:04 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-_F?61mVT4PVdCrhOUK8pZsWS3UYN?3miGDmCVjyE1yP Scale = 1:31.1 1 2 3 4 5 6 9 8 7 16 17 4x6 4x4 4x4 5x6 5x6 5x8 4x5 4x5 1-8-0 1-8-0 6-9-0 5-1-0 11-10-0 5-1-0 13-6-0 1-8-0 -2-0-0 2-0-0 1-8-0 1-8-0 6-9-0 5-1-0 11-10-0 5-1-0 13-6-0 1-8-0 0-4-74-10-70-4-72-1-78.00 12 5.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [9:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.24 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.04 0.04 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=318(LC 11) Max Uplift 6=-441(LC 12), 2=-727(LC 12) Max Grav 6=597(LC 1), 2=758(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1467/955, 3-4=-1361/911, 4-5=-1361/926, 5-6=-1409/1106 BOT CHORD 2-9=-860/1304, 8-9=-801/1302, 7-8=-951/1237, 6-7=-995/1243 WEBS 4-8=-513/976, 5-8=-340/474, 5-7=-500/514, 3-8=-276/261, 3-9=-502/523 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-9-0, Exterior(2R) 6-9-0 to 9-9-0, Interior(1) 9-9-0 to 13-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=441, 2=727. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss D Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115687 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:04 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-_F?61mVT4PVdCrhOUK8pZsWQVUTw?vxiGDmCVjyE1yP Scale = 1:55.8 1 2 3 4 5 6 7 8 9 10 111514 13 12 22 23 24 25 4x6 4x5 3x6 3x4 5x8 5x12 6x8 5x6 3x8 5x8 2x3 2x3 3x5 3x5 8-5-9 8-5-9 16-6-0 8-0-6 17-11-8 1-5-8 22-6-8 4-7-0 24-8-0 2-1-8 -2-0-0 2-0-0 6-4-7 6-4-7 12-4-0 5-11-9 16-6-0 4-2-0 17-11-8 1-5-8 22-6-8 4-7-0 24-8-0 2-1-8 26-8-0 2-0-0 0-4-78-7-20-4-70-7-58.00 12 5.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [10:0-3-1,0-11-7], [10:0-2-10,0-1-5], [14:0-5-12,0-2-8], [15:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.53 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.30 0.08 0.12 (loc) 14-15 14-15 10 12-13 l/defl >999 >971 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=552(LC 11) Max Uplift 2=-1087(LC 12), 10=-1087(LC 12) Max Grav 2=1430(LC 17), 10=1430(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1890/1222, 4-5=-1876/1321, 5-6=-1931/1458, 6-7=-1806/1270, 7-9=-2104/1319, 9-10=-3655/2003 BOT CHORD 2-15=-700/1759, 14-15=-206/1120, 13-14=-844/1798, 12-13=-1450/2877, 10-12=-1517/3141 WEBS 4-15=-670/639, 5-15=-581/933, 5-14=-734/976, 6-14=-273/317, 7-14=-1249/731, 7-13=-468/1015, 9-13=-1278/706, 9-12=-315/948 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 15-4-0, Interior(1) 15-4-0 to 26-8-0 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) 10 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=1087, 10=1087. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss D1 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115688 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:05 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-SSZUE6W6ridUq_Fa22f2533bCupUkMtrVtWl1AyE1yO Scale = 1:56.2 1 2 3 4 5 6 7 8 9 101312 11 20 21 22 23 4x6 4x5 3x6 3x4 6x8 6x12 4x6 3x8 5x8 2x3 2x3 4x8 8-5-9 8-5-9 16-6-0 8-0-6 19-11-8 3-5-8 20-6-8 0-7-0 24-8-0 4-1-8 -2-0-0 2-0-0 6-4-7 6-4-7 12-4-0 5-11-9 16-6-0 4-2-0 19-11-8 3-5-8 20-6-8 0-7-0 24-8-0 4-1-8 26-8-0 2-0-0 0-4-78-7-20-4-71-5-58.00 12 5.00 12 *** Design Problems ***REVIEW REQUIREDAnalog warning - check design Plate Offsets (X,Y)-- [3:0-3-0,Edge], [8:0-1-8,0-2-0], [9:0-3-1,0-11-7], [9:0-2-9,Edge], [11:0-6-0,0-2-8], [12:0-5-12,0-2-8], [13:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.57 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.35 0.13 0.16 (loc) 12-13 12-13 9 11-12 l/defl >999 >857 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-552(LC 10) Max Uplift 2=-1087(LC 12), 9=-1087(LC 12) Max Grav 2=1430(LC 17), 9=1430(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1891/1222, 4-5=-1877/1321, 5-6=-1965/1485, 6-8=-1733/1178, 8-9=-3737/2111 BOT CHORD 2-13=-700/1760, 12-13=-205/1119, 11-12=-1594/3231, 9-11=-1581/3212 WEBS 4-13=-673/642, 5-13=-582/935, 5-12=-767/1007, 6-12=-512/515, 8-12=-2259/1219, 8-11=-1061/2271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 15-4-0, Interior(1) 15-4-0 to 26-8-0 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) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1087, 9=1087. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss F Truss Type Common Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115689 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:06 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-we7tRSWkc0lLR8qnclAHeHcnsIBRTrI_jXFJacyE1yN Scale = 1:50.9 1 2 3 4 5 6 7 8 9121110 19 20 21 3x6 4x5 3x6 3x4 3x6 3x4 2x3 3x4 2x3 3x4 7-10-14 7-10-14 15-4-14 7-6-0 23-3-4 7-10-6 23-3-12 0-0-8 -2-0-0 2-0-0 6-0-6 6-0-6 11-7-14 5-7-8 17-3-6 5-7-8 23-3-12 6-0-6 25-3-12 2-0-0 0-4-78-1-110-4-78.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-0], [8:0-0-3,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.39 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.03 -0.09 (loc) 10-12 12-15 8 10-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-3-0 Max Horz 2=-526(LC 10) Max Uplift 2=-1041(LC 12), 8=-1041(LC 12) Max Grav 2=1357(LC 17), 8=1358(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1781/1150, 4-5=-1785/1259, 5-6=-1785/1259, 6-8=-1781/1150 BOT CHORD 2-12=-643/1653, 10-12=-190/1061, 8-10=-693/1417 WEBS 5-10=-562/860, 6-10=-630/599, 5-12=-562/858, 4-12=-630/599 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-7-14, Exterior(2R) 11-7-14 to 14-7-14, Interior(1) 14-7-14 to 25-3-12 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=1041, 8=1041. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss F1 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115690 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:07 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-OqhFfoXMNKtC3IPzAThWAU8yiiU?CKm8yB?s62yE1yM Scale = 1:53.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 22 23 3x6 4x8 3x6 3x5 3x4 4x12 7x8 3x5 4x4 3x5 4x10 4x4 3x8 6-3-1 6-3-1 12-0-0 5-8-15 16-9-11 4-9-11 21-6-0 4-8-5 23-3-4 1-9-4 23-3-12 0-0-8 -2-0-0 2-0-0 6-3-1 6-3-1 11-7-14 5-4-13 12-0-0 0-4-2 16-9-11 4-9-11 21-6-0 4-8-5 23-3-12 1-9-12 25-3-12 2-0-0 0-4-78-1-110-4-70-8-08.00 12 5.69 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [9:0-1-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.63 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.16 0.10 0.12 (loc) 11-12 11-12 9 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 5-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-11: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-3-0 Max Horz 2=-526(LC 10) Max Uplift 2=-1041(LC 12), 9=-1041(LC 12) Max Grav 2=1189(LC 1), 9=1189(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1813/1135, 4-5=-1415/1004, 5-6=-1449/1023, 6-8=-2039/1264, 8-9=-4102/2117 BOT CHORD 2-15=-618/1426, 5-13=-712/1128, 12-13=-743/1599, 11-12=-1394/2882, 9-11=-1631/3573 WEBS 4-13=-696/567, 6-13=-937/681, 8-11=-487/1339, 8-12=-1305/662, 6-12=-111/392, 13-15=-565/1300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-10-4, Exterior(2R) 11-10-4 to 14-10-4, Interior(1) 14-10-4 to 25-3-12 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1041, 9=1041. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss F2 Truss Type Roof Special Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115691 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:08 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-t0Fds7Y_8d?3hS_9jADljih7Q6ooxn9HBrkQeUyE1yL Scale = 1:51.9 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 3x6 4x8 3x5 3x4 4x12 7x8 3x5 4x4 4x4 3x5 4x10 3x8 6-3-1 6-3-1 12-0-0 5-8-15 16-9-11 4-9-11 21-6-0 4-8-5 23-3-4 1-9-4 23-3-12 0-0-8 -2-0-0 2-0-0 6-3-1 6-3-1 11-7-14 5-4-13 12-0-0 0-4-2 16-9-11 4-9-11 21-6-0 4-8-5 23-3-12 1-9-12 0-4-78-1-110-4-70-8-08.00 12 5.69 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [8:0-1-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.72 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.16 0.10 0.15 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 5-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-9: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-3-0 Max Horz 2=507(LC 11) Max Uplift 2=-1055(LC 12), 8=-791(LC 12) Max Grav 2=1195(LC 1), 8=1043(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1827/1162, 4-5=-1426/1028, 5-6=-1457/1075, 6-7=-2034/1366, 7-8=-3971/2595 BOT CHORD 2-13=-817/1384, 5-11=-763/1143, 10-11=-917/1538, 9-10=-1799/2746, 8-9=-2181/3386 WEBS 4-11=-689/544, 11-13=-750/1263, 6-10=-158/378, 6-11=-924/720, 7-9=-741/1252, 7-10=-1227/897 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-10-4, Exterior(2R) 11-10-4 to 14-10-4, Interior(1) 14-10-4 to 23-3-12 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1055, 8=791. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FGE Truss Type FLAT SUPPORTED GABLE Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115692 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:09 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-LDp?4TZcux7wIcZLHtk_GvDMVVImgNFRPVUzAxyE1yK Scale = 1:43.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 3x6 FP 3x4 3x6 FP 26-6-8 26-6-8 26-6-8 26-6-8 2-0-0Plate Offsets (X,Y)-- [15:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.03 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 118 lb FT = 0%F, 20%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 26-6-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 31, 16 except 30=-195(LC 8), 29=-180(LC 8), 28=-184(LC 8), 27=-182(LC 8), 26=-186(LC 8), 24=-165(LC 8), 23=-145(LC 9), 22=-188(LC 9), 21=-181(LC 9), 20=-184(LC 9), 19=-181(LC 9), 18=-189(LC 9), 17=-144(LC 9) Max Grav All reactions 250 lb or less at joint(s) 31, 16, 17 except 30=363(LC 1), 29=334(LC 1), 28=341(LC 1), 27=340(LC 1), 26=340(LC 1), 24=340(LC 1), 23=340(LC 1), 22=340(LC 1), 21=340(LC 1), 20=341(LC 1), 19=337(LC 1), 18=352(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-30=-320/332, 3-29=-295/306, 4-28=-301/312, 5-27=-300/310, 6-26=-300/311, 7-24=-300/311, 8-23=-300/311, 9-22=-300/311, 10-21=-300/311, 11-20=-301/311, 12-19=-297/308, 13-18=-310/321 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=2ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x3 MT20 unless otherwise indicated. 6) The Fabrication Tolerance at joint 25 = 0%, joint 9 = 0% 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 16 except (jt=lb) 30=195, 29=180, 28=184, 27=182, 26=186, 24=165, 23=145, 22=188, 21=181, 20=184, 19=181, 18=189, 17=144. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FGH Truss Type HALF HIP GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115693 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:11 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-HbwmV9asQYNeYvjkPImSLKJZSJnE84tjtpz4FpyE1yI Scale = 1:26.5 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 6x10 12x20 4x4 10x18 MT20HS 3x4 10x10 3x4 8x10 3x4 10x14 5x10 3x4 4x8 10x18 MT20HS Special Special Special Special Special Special Special Special Special Special Special Special 2-5-5 2-5-5 5-10-0 3-4-11 9-0-15 3-2-15 12-3-13 3-2-15 15-8-8 3-4-11 2-5-5 2-5-5 4-2-8 1-9-3 5-10-0 1-7-7 7-5-7 1-7-7 9-0-15 1-7-7 10-8-6 1-7-7 12-3-13 1-7-7 13-10-5 1-6-7 15-8-8 1-10-3 0-4-72-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [9:0-9-0,Edge], [11:Edge,0-5-12], [12:0-7-0,0-5-12], [13:0-2-8,0-6-0], [14:0-3-8,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 20.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-6-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.87 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.33 0.07 0.19 (loc) 13-14 13-14 11 13-14 l/defl >788 >558 n/a >976 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 227 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 2-10: 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP M 30 *Except* 10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-4 oc bracing. REACTIONS. (size)1=0-8-0, 11=0-4-11 Max Horz 1=92(LC 25) Max Uplift 1=-4574(LC 5), 11=-5303(LC 5) Max Grav 1=9525(LC 1), 11=10884(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14463/6982, 2-3=-12675/6159, 3-4=-22519/10982, 4-5=-22519/10982, 5-6=-23619/11530, 6-7=-23619/11530, 7-8=-16071/7844, 8-9=-16071/7844, 9-10=-770/375, 10-11=-518/268 BOT CHORD 1-15=-5795/11924, 14-15=-8658/17742, 13-14=-11547/23631, 12-13=-9962/20377, 11-12=-4273/8723 WEBS 2-15=-3686/7599, 4-14=-370/378, 6-13=-407/557, 8-12=-363/350, 3-15=-6863/3371, 3-14=-3136/6463, 5-14=-1520/762, 7-13=-2122/4374, 7-12=-5809/2865, 9-12=-4937/10160, 9-11=-10730/5259 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-11 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) The Fabrication Tolerance at joint 2 = 4%, joint 2 = 4% 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=4574, 11=5303. Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FGH Truss Type HALF HIP GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115693 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:11 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-HbwmV9asQYNeYvjkPImSLKJZSJnE84tjtpz4FpyE1yI NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1485 lb down and 715 lb up at 1-2-0, 1485 lb down and 715 lb up at 2-6-0, 1485 lb down and 715 lb up at 3-10-0, 1485 lb down and 715 lb up at 5-2-0, 1485 lb down and 715 lb up at 6-6-0, 1485 lb down and 715 lb up at 7-10-0, 1493 lb down and 716 lb up at 9-2-0, 1493 lb down and 716 lb up at 10-6-0, 1493 lb down and 716 lb up at 11-10-0, 1493 lb down and 716 lb up at 13-2-0, and 1493 lb down and 716 lb up at 14-6-0, and 1496 lb down and 713 lb up at 15-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-160, 2-10=-160, 1-11=-8 Concentrated Loads (lb) Vert: 11=-1496(F) 15=-1485(F) 13=-1493(F) 16=-1485(F) 20=-1485(F) 21=-1485(F) 22=-1485(F) 23=-1485(F) 24=-1493(F) 25=-1493(F) 26=-1493(F) 27=-1493(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 77910 Truss FL1 Truss Type FLAT Qty 9 Ply 1 LOT #29 Job Reference (optional) T26115694 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:13 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-D_2Wvrc7yAdMnDt7WjowQlO?H7ZXc?r0K7SAJiyE1yG Scale = 1:46.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 6x8 2x3 3x6 FP 2x3 3x6 FP 3x6 FP 3x6 FP 6x8 6x10 4x6 4x6 6x8 6x8 6x10 4x6 4x6 5-6-0 5-6-0 8-1-13 2-7-14 10-9-11 2-7-14 12-3-2 1-5-7 14-3-2 2-0-0 15-8-14 1-5-12 18-4-11 2-7-13 21-0-9 2-7-14 26-6-8 5-5-15 2-10-2 2-10-2 5-6-0 2-7-14 10-9-11 5-3-11 12-3-2 1-5-7 14-3-2 2-0-0 15-8-14 1-5-12 16-4-7 0-7-9 21-0-9 4-8-2 23-8-7 2-7-14 26-6-8 2-10-1 0-1-81-10-82-0-00-1-82-0-0Plate Offsets (X,Y)-- [8:0-3-0,0-0-0], [18:0-3-0,Edge], [21:0-3-0,Edge], [25:0-1-8,0-0-8], [26:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 20.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.49 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.38 0.07 0.26 (loc) 19-20 19-20 15 19-20 l/defl >999 >825 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 221 lb FT = 0%F, 20%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-7-4, 15=0-7-4 Max Uplift 24=-706(LC 8), 15=-706(LC 9) Max Grav 24=1483(LC 1), 15=1483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3662/3203, 3-4=-3662/3203, 4-6=-5402/4740, 6-7=-5549/4877, 7-8=-5549/4877, 8-9=-5549/4877, 9-11=-5401/4740, 11-12=-3660/3202, 12-13=-3660/3202 BOT CHORD 23-24=-1860/2100, 21-23=-4193/4761, 20-21=-4740/5402, 19-20=-4877/5549, 18-19=-4740/5401, 16-18=-4192/4760, 15-16=-1858/2098 WEBS 2-24=-2492/2208, 2-23=-1609/1871, 3-23=-267/261, 4-23=-1316/1185, 4-21=-656/768, 6-21=-394/376, 13-15=-2491/2206, 13-16=-1609/1872, 12-16=-267/261, 11-16=-1317/1186, 11-18=-656/768, 9-18=-394/376, 6-20=-262/237, 9-19=-261/236 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 10 = 0%, joint 22 = 0%, joint 5 = 0%, joint 17 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=706, 15=706. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FL2 Truss Type FLAT Qty 6 Ply 1 LOT #29 Job Reference (optional) T26115695 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:14 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-hAcu7BdljTlCPNRJ4RJ9yzxA2WvmLR_AZnBks8yE1yF Scale = 1:46.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 5x6 3x6 FP 2x3 3x6 FP 2x3 SP 3x6 FP 3x6 FP 6x8 6x10 4x6 6x8 6x8 6x10 4x6 4x6 5x6 5-4-7 5-4-7 8-0-5 2-7-14 10-0-14 2-0-8 12-2-14 2-2-0 14-2-14 2-0-0 15-8-2 1-5-4 18-4-1 2-7-14 20-11-15 2-7-14 26-5-14 5-5-15 2-8-9 2-8-9 5-4-7 2-7-14 8-0-5 2-7-14 10-0-14 2-0-8 10-1-6 0-0-9 12-2-14 2-1-8 14-2-14 2-0-0 15-8-2 1-5-4 16-4-2 0-8-0 20-11-15 4-7-12 23-7-12 2-7-14 26-5-14 2-10-2 1-10-82-0-00-1-82-0-0Plate Offsets (X,Y)-- [8:0-3-0,0-0-0], [18:0-3-0,Edge], [25:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 20.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.49 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.38 0.07 0.26 (loc) 19-20 19-20 15 20 l/defl >999 >827 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 219 lb FT = 0%F, 20%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=Mechanical, 15=0-7-4 Max Uplift 24=-710(LC 8), 15=-706(LC 9) Max Grav 24=1490(LC 1), 15=1484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3633/3183, 3-4=-3633/3183, 4-5=-5278/4639, 5-7=-5278/4639, 7-8=-5558/4890, 8-9=-5558/4890, 9-11=-5405/4748, 11-12=-3664/3208, 12-13=-3664/3208 BOT CHORD 23-24=-1825/2057, 22-23=-4170/4733, 20-22=-4890/5558, 19-20=-4890/5558, 18-19=-4748/5405, 16-18=-4200/4764, 15-16=-1862/2100 WEBS 2-24=-2464/2186, 2-23=-1626/1887, 3-23=-277/271, 4-23=-1317/1183, 13-15=-2493/2210, 13-16=-1612/1873, 12-16=-267/261, 11-16=-1318/1188, 11-18=-657/768, 9-18=-401/383, 9-19=-272/248, 4-22=-617/718, 7-22=-364/326 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 10 = 0%, joint 21 = 0%, joint 6 = 0%, joint 17 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=710, 15=706. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FL3 Truss Type FLAT Qty 6 Ply 1 LOT #29 Job Reference (optional) T26115696 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:15 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-9NAGKXdNUnt30X0Ve8rOVATLswEz4u8JoRxHOayE1yE Scale = 1:45.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 5x6 3x6 FP 5x6 3x6 FP 2x3 SP 3x6 FP 3x6 FP 2x3 SP 6x8 6x10 4x6 6x8 6x10 4x6 5x6 5x6 5-4-7 5-4-7 8-0-5 2-7-14 10-0-14 2-0-8 12-2-14 2-2-0 14-2-14 2-0-0 15-8-2 1-5-4 16-5-10 0-9-8 18-4-1 1-10-6 18-6-5 0-2-4 20-11-15 2-5-10 21-2-15 0-3-0 26-6-10 5-3-11 2-1-8 2-1-8 2-8-9 0-7-2 5-4-7 2-7-14 8-0-5 2-7-14 10-0-14 2-0-8 12-2-14 2-2-0 14-2-14 2-0-0 15-8-2 1-5-4 16-5-10 0-9-8 18-6-5 2-0-10 20-11-15 2-5-10 21-2-15 0-3-0 23-7-12 2-4-14 23-10-1 0-2-4 24-3-2 0-5-1 26-6-10 2-3-8 1-10-82-0-01-10-80-1-82-0-0Plate Offsets (X,Y)-- [19:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 20.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.50 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.39 0.07 0.26 (loc) 19-20 19-20 15 19-20 l/defl >999 >821 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 0%F, 20%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=Mechanical, 15=Mechanical Max Uplift 24=-711(LC 8), 15=-711(LC 9) Max Grav 24=1498(LC 1), 15=1498(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3655/3198, 3-4=-3655/3198, 4-5=-5317/4668, 5-7=-5317/4668, 7-8=-5615/4934, 8-10=-5334/4682, 10-11=-5334/4682, 11-12=-3654/3197, 12-13=-3654/3197 BOT CHORD 23-24=-1832/2068, 22-23=-4193/4765, 20-22=-4934/5615, 19-20=-4934/5615, 17-19=-4934/5615, 16-17=-4194/4765, 15-16=-1832/2067 WEBS 2-24=-2477/2195, 2-23=-1636/1900, 3-23=-277/270, 4-23=-1329/1192, 13-15=-2477/2194, 13-16=-1636/1900, 11-16=-1331/1194, 11-17=-633/738, 8-17=-366/328, 4-22=-625/728, 7-22=-387/347, 12-16=-276/270 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 0%, joint 21 = 0%, joint 6 = 0%, joint 18 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=711, 15=711. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLA Truss Type Floor Qty 3 Ply 1 LOT #29 Job Reference (optional) T26115697 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:16 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-eZkfYse?F5?wehbiBsMd2O0SIKTlpN3T05grw1yE1yD Scale = 1:33.9 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 2x3 2x3 6x8 3x6 FP3x4 2x3 3x4 3x4 2x3 4x12 2x3 3x5 3x6 2x3 3x6 4x8 4x10 2x3 3x4 0-3-8 0-3-8 8-11-6 8-7-14 9-11-6 1-0-0 10-11-6 1-0-0 11-0-14 0-1-8 20-1-12 9-0-14 2-6-0 0-7-14 2-0-0 1-3-14 0-3-8 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,0-0-0], [12:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.91 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.44 0.02 (loc) 15 14-15 13 l/defl >883 >541 n/a L/d 480 360 n/a PLATES MT20 Weight: 104 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* 1-18: 2x4 SP M 30(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 13=Mechanical Max Grav 1=1282(LC 1), 13=1282(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2174/0, 3-4=-2168/0, 4-5=-4417/0, 5-6=-4417/0, 6-7=-4560/0, 7-9=-4560/0, 9-10=-3593/0, 10-11=-3593/0 BOT CHORD 17-18=0/3599, 16-17=0/4560, 15-16=0/4560, 14-15=0/4391, 13-14=0/2118 WEBS 7-15=-308/1, 1-18=0/2424, 3-18=-283/0, 4-18=-1624/0, 4-17=0/928, 5-17=-325/153, 6-17=-758/228, 11-13=-2404/0, 11-14=0/1674, 10-14=-306/0, 9-14=-905/0, 9-15=-96/574 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLB Truss Type Floor Qty 5 Ply 1 LOT #29 Job Reference (optional) T26115698 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:17 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-6lI1lCfd0O7nGqAulZtsabZXhkr3Yp2cFlQOTTyE1yC Scale = 1:33.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 2x3 2x3 6x8 3x4 2x3 3x4 3x4 2x3 4x12 2x3 3x5 3x8 2x3 3x6 4x8 4x10 2x3 3x4 0-3-8 0-3-8 8-11-6 8-7-14 9-11-6 1-0-0 10-11-6 1-0-0 11-0-14 0-1-8 19-10-12 8-9-14 2-6-0 0-7-14 2-0-0 1-0-14 0-3-8 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,0-0-0], [11:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.78 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.45 0.02 (loc) 13-14 13-14 12 l/defl >852 >523 n/a L/d 480 360 n/a PLATES MT20 Weight: 103 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* 1-17: 2x4 SP M 30(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 12=Mechanical Max Grav 1=1319(LC 1), 12=1413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2243/0, 3-4=-2238/0, 4-5=-4620/0, 5-6=-4620/0, 6-7=-4817/0, 7-8=-4817/0, 8-9=-3997/0, 9-10=-3997/0 BOT CHORD 16-17=0/3738, 15-16=0/4817, 14-15=0/4817, 13-14=0/4767, 12-13=0/2374 WEBS 6-15=-159/252, 7-14=-295/100, 1-17=0/2502, 3-17=-282/0, 4-17=-1703/0, 4-16=0/1001, 5-16=-306/180, 6-16=-868/189, 10-12=-2694/0, 10-13=0/1842, 9-13=-397/0, 8-13=-874/0, 8-14=-251/502 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-18=-10, 1-11=-120 Concentrated Loads (lb) Vert: 19=-100 20=-100 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLC Truss Type FLOOR Qty 3 Ply 1 LOT #29 Job Reference (optional) T26115699 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:17 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-6lI1lCfd0O7nGqAulZtsabZeMkruYrccFlQOTTyE1yC Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 2x3 2x3 6x8 3x4 4x8 4x5 3x4 2x3 4x12 2x3 3x4 3x5 4x8 4x8 2x3 4x4 0-3-8 0-3-8 8-5-4 8-1-12 9-5-4 1-0-0 10-5-4 1-0-0 10-6-12 0-1-8 18-10-8 8-3-12 2-6-0 0-1-12 2-0-0 0-6-12 0-3-8 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,0-0-0], [11:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.79 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.33 0.01 (loc) 14 14-15 12 l/defl >999 >663 n/a L/d 480 360 n/a PLATES MT20 Weight: 100 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* 1-17: 2x4 SP M 30(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 12=Mechanical Max Grav 1=1200(LC 1), 12=1200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2017/0, 3-4=-2012/0, 4-5=-3966/0, 5-6=-3966/0, 6-7=-3990/0, 7-8=-3990/0, 8-9=-3284/0, 9-10=-3284/0 BOT CHORD 16-17=0/3286, 15-16=0/3991, 14-15=0/3990, 13-14=0/3936, 12-13=0/1964 WEBS 6-15=-366/296, 7-14=-397/126, 1-17=0/2249, 3-17=-286/0, 4-17=-1446/0, 4-16=0/834, 5-16=-530/483, 10-12=-2229/0, 10-13=0/1498, 9-13=-305/0, 8-13=-768/0, 8-14=-209/537, 6-16=-1080/677 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLD Truss Type Floor Qty 2 Ply 1 LOT #29 Job Reference (optional) T26115700 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:18 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-ayrPzYgFniGeu_l4JGO57p5o18CeHLqlUO9x?vyE1yB Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 2x3 2x3 6x8 6x8 3x4 3x4 3x4 2x3 3x4 2x3 4x12 2x3 3x5 4x12 2x3 3x5 0-3-8 0-3-8 8-3-8 8-0-0 8-5-0 0-1-8 9-5-0 1-0-0 10-5-0 1-0-0 10-6-8 0-1-8 18-6-8 8-0-0 18-10-0 0-3-8 2-6-0 2-9-0 2-0-0 2-9-0 0-3-8 0-3-8 1-6-01-3-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [10:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.75 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.42 -0.06 (loc) 12-13 12-13 10 l/defl >758 >514 n/a L/d 480 360 n/a PLATES MT20 Weight: 96 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* 1-15,10-12: 2x4 SP M 30(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 10=0-3-0 Max Grav 1=1178(LC 1), 10=1178(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1977/0, 3-4=-1972/0, 4-5=-3872/0, 5-6=-3872/0, 6-7=-3872/0, 7-8=-1972/0, 8-10=-1977/0 BOT CHORD 14-15=0/3209, 13-14=0/3872, 12-13=0/3209 WEBS 5-14=-310/0, 6-13=-310/0, 1-15=0/2205, 3-15=-274/0, 4-15=-1404/0, 4-14=0/966, 10-12=0/2205, 8-12=-274/0, 7-12=-1404/0, 7-13=0/966 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLE Truss Type Floor Qty 7 Ply 1 LOT #29 Job Reference (optional) T26115701 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:19 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-28PnAuguY0OVV8KGt_vKf0e_RXYu0lUvj2vVXMyE1yA Scale = 1:31.2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 2x3 2x3 6x8 3x4 3x4 2x3 4x4 2x3 4x12 2x3 3x5 3x5 4x6 3x10 2x3 4x4 0-3-8 0-3-8 8-1-10 7-10-2 8-3-2 0-1-8 9-3-2 1-0-0 10-3-2 1-0-0 10-4-10 0-1-8 18-6-4 8-1-10 2-6-0 2-7-2 2-0-0 0-4-10 0-3-8 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [10:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.75 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.36 0.02 (loc) 14-15 14-15 11 l/defl >984 >610 n/a L/d 480 360 n/a PLATES MT20 Weight: 95 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* 1-15: 2x4 SP M 30(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 11=Mechanical Max Grav 1=1177(LC 1), 11=1177(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1975/0, 3-4=-1970/0, 4-5=-3846/0, 5-6=-3846/0, 6-7=-3846/0, 7-8=-3197/0, 8-9=-3197/0 BOT CHORD 14-15=0/3200, 13-14=0/3846, 12-13=0/3812, 11-12=0/1921 WEBS 5-14=-319/0, 6-13=-546/267, 1-15=0/2202, 3-15=-278/0, 4-15=-1396/0, 4-14=0/928, 9-11=-2180/0, 9-12=0/1449, 8-12=-303/0, 7-12=-758/0, 7-13=-350/661 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLF Truss Type Floor Qty 7 Ply 1 LOT #29 Job Reference (optional) T26115702 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:19 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-28PnAuguY0OVV8KGt_vKf0ezAXYl0lnvj2vVXMyE1yA Scale = 1:31.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 2x3 2x3 6x8 3x4 4x4 2x3 3x4 2x3 3x5 3x8 3x10 2x3 4x4 4x12 2x3 3x4 8-2-2 8-2-2 8-3-10 0-1-8 9-3-10 1-0-0 10-3-10 1-0-0 10-5-2 0-1-8 17-11-2 7-6-0 18-2-10 0-3-8 2-6-0 0-5-2 2-0-0 2-3-0 0-3-8 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,0-0-0], [10:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.76 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.33 0.02 (loc) 14-15 14-15 10 l/defl >978 >648 n/a L/d 480 360 n/a PLATES MT20 Weight: 94 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* 10-12: 2x4 SP M 30(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-0, 16=Mechanical Max Grav 10=1157(LC 1), 16=1157(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3126/0, 3-4=-3126/0, 4-5=-3707/0, 5-6=-3707/0, 6-7=-3707/0, 7-8=-1931/0, 8-10=-1936/0 BOT CHORD 15-16=0/1885, 14-15=0/3695, 13-14=0/3707, 12-13=0/3119 WEBS 5-14=-461/276, 6-13=-338/0, 2-16=-2140/0, 2-15=0/1408, 3-15=-303/0, 4-15=-707/0, 4-14=-369/562, 10-12=0/2159, 8-12=-288/0, 7-12=-1348/0, 7-13=0/880 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLG Truss Type Floor Qty 3 Ply 1 LOT #29 Job Reference (optional) T26115703 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:20 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-WKz9NEhWJJWM7IvTQhQZCEB9mxvXl782xie23oyE1y9 Scale = 1:30.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 2x3 2x3 6x8 6x8 3x4 3x4 3x4 2x3 3x4 2x3 4x10 2x3 3x4 4x10 2x3 3x4 0-3-8 0-3-8 7-9-8 7-6-0 7-11-0 0-1-8 8-11-0 1-0-0 9-11-0 1-0-0 10-0-8 0-1-8 17-6-8 7-6-0 17-10-0 0-3-8 2-6-0 2-3-0 2-0-0 2-3-0 0-3-8 0-3-8 1-6-01-3-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [10:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.66 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.33 -0.05 (loc) 14-15 14-15 10 l/defl >908 >614 n/a L/d 480 360 n/a PLATES MT20 Weight: 92 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 10=0-3-0 Max Grav 1=1113(LC 1), 10=1113(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1853/0, 3-4=-1848/0, 4-5=-3445/0, 5-6=-3445/0, 6-7=-3445/0, 7-8=-1848/0, 8-10=-1853/0 BOT CHORD 14-15=0/2954, 13-14=0/3445, 12-13=0/2954 WEBS 5-14=-306/0, 6-13=-306/0, 1-15=0/2066, 3-15=-287/0, 4-15=-1255/0, 4-14=0/799, 10-12=0/2066, 8-12=-287/0, 7-12=-1255/0, 7-13=0/799 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLH Truss Type Floor Qty 4 Ply 1 LOT #29 Job Reference (optional) T26115704 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:21 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-_XXYbai84deDlSUf_PxolRjCQLAAUerCAMOccEyE1y8 Scale: 1/2"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 2x3 2x3 6x8 3x4 2x3 4x4 5x6 2x3 3x12 2x3 3x4 2x3 4x5 3x4 5x6 0-3-8 0-3-8 8-11-6 8-7-14 9-11-6 1-0-0 10-11-6 1-0-0 11-0-14 0-1-8 14-2-4 3-1-6 2-6-0 0-7-14 2-0-0 0-5-14 0-3-8 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,0-0-0], [9:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.98 0.96 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.30 -0.03 (loc) 12-13 12-13 10 l/defl >893 >560 n/a L/d 480 360 n/a PLATES MT20 Weight: 76 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 11-12. REACTIONS. (size)1=0-3-0, 10=Mechanical Max Grav 1=895(LC 1), 10=895(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1438/0, 3-4=-1433/0, 4-5=-2272/0, 5-6=-2272/0, 6-7=-1843/0, 7-8=-1843/0 BOT CHORD 13-14=0/2138, 12-13=0/1843, 11-12=0/1843, 10-11=0/1462 WEBS 6-12=-418/0, 7-11=-876/0, 1-14=0/1602, 3-14=-301/0, 4-14=-801/0, 5-13=-556/0, 6-13=0/951, 8-10=-1659/0, 8-11=0/1176 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLI Truss Type Floor Qty 7 Ply 1 LOT #29 Job Reference (optional) T26115705 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:21 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-_XXYbai84deDlSUf_PxolRjNxLI8UjRCAMOccEyE1y8 Scale = 1:21.3 1 2 3 4 5 6 10 9 8 7 2x3 2x3 3x4 2x3 3x4 2x3 3x4 3x4 3x4 3x4 5-3-3 5-3-3 5-4-11 0-1-8 6-4-11 1-0-0 7-4-11 1-0-0 7-6-3 0-1-8 12-9-6 5-3-3 2-6-0 2-7-11 2-0-0 2-7-11 1-6-01-6-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,0-0-0], [6:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.45 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.22 0.02 (loc) 9-10 9-10 7 l/defl >999 >688 n/a L/d 480 360 n/a PLATES MT20 Weight: 62 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 7=Mechanical Max Grav 10=823(LC 1), 7=823(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1888/0, 3-4=-1888/0, 4-5=-1888/0 BOT CHORD 9-10=0/1267, 8-9=0/1888, 7-8=0/1267 WEBS 3-9=-276/0, 4-8=-276/0, 2-10=-1437/0, 2-9=0/770, 5-7=-1437/0, 5-8=0/770 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLJ Truss Type Floor Qty 3 Ply 1 LOT #29 Job Reference (optional) T26115706 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:22 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-Sj5wowjmrxm4Mc3rY6T1HfGWPldbD6oLP0798hyE1y7 Scale = 1:21.3 1 2 3 4 5 6 7 12 11 10 9 8 2x3 2x3 5x6 3x4 2x3 3x4 3x4 2x3 3x10 2x3 3x4 3x4 0-3-8 0-3-8 5-2-10 4-11-2 6-2-10 1-0-0 7-2-10 1-0-0 7-4-2 0-1-8 12-8-4 5-4-2 2-6-0 2-0-10 2-0-0 2-8-10 0-3-8 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [4:0-1-8,Edge], [5:0-1-8,0-0-0], [7:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.50 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.24 0.02 (loc) 8-9 8-9 8 l/defl >999 >604 n/a L/d 480 360 n/a PLATES MT20 Weight: 65 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 8=Mechanical Max Grav 1=798(LC 1), 8=798(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1233/0, 3-4=-1227/0, 4-5=-1767/0, 5-6=-1767/0 BOT CHORD 10-11=0/1767, 9-10=0/1767, 8-9=0/1221 WEBS 1-11=0/1372, 3-11=-308/0, 4-11=-747/0, 6-8=-1386/0, 6-9=0/678 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLK Truss Type Floor Qty 3 Ply 1 LOT #29 Job Reference (optional) T26115707 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:22 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-Sj5wowjmrxm4Mc3rY6T1HfGX3leUD70LP0798hyE1y7 Scale = 1:20.9 1 2 3 4 5 6 7 12 11 10 9 8 2x3 2x3 5x6 3x4 2x3 3x4 3x4 2x3 3x8 2x3 3x4 3x4 0-3-8 0-3-8 5-2-10 4-11-2 6-2-10 1-0-0 7-2-10 1-0-0 7-4-2 0-1-8 12-5-4 5-1-2 2-6-0 2-0-10 2-0-0 2-5-10 0-3-8 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [4:0-1-8,Edge], [5:0-1-8,0-0-0], [7:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.44 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.20 0.02 (loc) 8-9 8-9 8 l/defl >999 >723 n/a L/d 480 360 n/a PLATES MT20 Weight: 64 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 8=Mechanical Max Grav 1=781(LC 1), 8=781(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1206/0, 3-4=-1201/0, 4-5=-1692/0, 5-6=-1692/0 BOT CHORD 10-11=0/1692, 9-10=0/1692, 8-9=0/1187 WEBS 1-11=0/1343, 3-11=-313/0, 4-11=-693/0, 6-8=-1348/0, 6-9=0/649 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLL Truss Type Floor Qty 2 Ply 1 LOT #29 Job Reference (optional) T26115708 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:23 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-wvfI0GkObEux_le26q_Gqspjf918yeeUdgtig7yE1y6 Scale: 3/4"=1' 1 2 3 4 5 6 10 9 8 7 2x3 2x3 4x6 4x6 3x4 3x4 3x4 2x3 3x4 2x3 0-3-8 0-3-8 3-0-8 2-9-0 3-2-0 0-1-8 4-2-0 1-0-0 5-2-0 1-0-0 5-3-8 0-1-8 8-0-8 2-9-0 8-4-0 0-3-8 2-7-8 2-0-0 0-3-8 0-3-8 1-6-01-3-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [3:0-1-8,Edge], [4:0-1-8,0-0-0], [6:0-3-0,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.22 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 -0.00 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 44 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 6=0-3-0 Max Grav 1=496(LC 1), 6=496(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-686/0, 3-4=-680/0, 4-6=-686/0 BOT CHORD 8-9=0/680 WEBS 3-9=-299/0, 4-8=-299/0, 1-9=0/754, 6-8=0/754 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLM Truss Type Floor Qty 5 Ply 1 LOT #29 Job Reference (optional) T26115709 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:23 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-wvfI0GkObEux_le26q_GqspmE93iyggUdgtig7yE1y6 Scale = 1:13.1 1 2 3 4 5 6 10 9 8 7 2x3 2x3 3x6 3x6 3x4 3x4 3x4 2x3 3x4 2x3 0-3-8 0-3-8 2-2-8 1-11-0 2-4-0 0-1-8 3-4-0 1-0-0 4-4-0 1-0-0 4-5-8 0-1-8 6-4-8 1-11-0 6-8-0 0-3-8 1-9-8 2-0-0 0-3-8 0-3-8 1-6-01-3-01-3-01-6-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.12 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 8 8 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 37 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 6=0-3-0 Max Grav 1=387(LC 1), 6=387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-400/0, 3-4=-397/0, 4-6=-400/0 BOT CHORD 8-9=0/397 WEBS 3-9=-250/0, 4-8=-250/0, 1-9=0/481, 6-8=0/481 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLN Truss Type Floor Qty 2 Ply 1 LOT #29 Job Reference (optional) T26115710 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:24 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-P5DgDck0MY0ocvCEfXVVM4LuSYOQh6TesKcGCZyE1y5 Scale = 1:12.4 1 2 3 4 5 9 8 7 6 2x3 2x3 3x4 3x6 3x4 3x4 3x4 2x3 2x3 0-3-8 0-3-8 6-6-6 6-2-14 2-6-0 0-8-14 0-3-8 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,0-0-0], [5:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.15 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 37 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 1=0-3-0 Max Grav 6=397(LC 1), 1=397(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-383/0, 1-3=-485/0, 3-4=-479/0, 4-5=-479/0 BOT CHORD 7-8=0/479 WEBS 5-7=0/541, 1-8=0/536 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss FLO Truss Type Floor Qty 3 Ply 1 LOT #29 Job Reference (optional) T26115711 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-tIn2Rxle7s8fD3nQDE0kvHu5EykpQaqn5_Mpl?yE1y4 Scale = 1:11.8 1 2 3 4 8 7 6 5 2x3 2x3 3x4 3x4 3x4 2x3 3x4 2x3 2-1-14 2-1-14 3-1-14 1-0-0 4-1-14 1-0-0 6-3-12 2-1-14 1-10-14 2-0-0 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.14 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 33 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=402(LC 1), 5=402(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-393/0, 4-5=-393/0, 1-2=-436/0, 2-3=-436/0, 3-4=-436/0 BOT CHORD 6-7=0/436 WEBS 2-7=-274/0, 3-6=-274/0, 1-7=0/527, 4-6=0/527 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GFA Truss Type GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115712 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-tIn2Rxle7s8fD3nQDE0kvHu1eyemQPWn5_Mpl?yE1y4 Scale = 1:31.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 4x10 3x4 3x6 5x6 3x4 6x8 6x8 2x3 3x4 4x8 3x5 3x10 2x3 3x4 3x8 2x3 3x4 2x3 4x12 THD26-2 4-3-10 4-3-10 6-3-10 1-11-15 8-3-9 1-11-15 12-3-8 3-11-15 14-4-6 2-0-14 16-4-6 2-0-0 18-6-4 2-1-14 2-3-11 2-3-11 4-3-10 1-11-15 8-3-9 3-11-15 10-3-8 1-11-15 12-3-8 1-11-15 14-4-6 2-0-14 16-4-6 2-0-0 18-6-4 2-1-14 1-6-0Plate Offsets (X,Y)-- [5:0-2-9,0-1-8], [9:0-3-8,0-2-0], [13:0-2-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.53 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.31 0.03 (loc) 15-17 15-17 12 l/defl >999 >692 n/a L/d 480 360 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 1-19,11-12: 2x6 SP No.2, 11-13: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)19=Mechanical, 12=Mechanical Max Grav 19=1519(LC 1), 12=1868(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4289/0, 3-4=-4289/0, 4-6=-6789/0, 6-7=-6789/0, 7-8=-7454/0, 8-9=-7454/0, 9-10=-4170/0, 10-11=-4170/0, 11-12=-2547/0 BOT CHORD 18-19=0/2489, 17-18=0/5825, 15-17=0/7421, 14-15=0/4170, 13-14=0/4170 WEBS 10-13=-698/0, 9-14=-1798/0, 11-13=0/4906, 2-19=-2648/0, 2-18=0/2065, 4-18=-1763/0, 4-17=0/1106, 7-17=-753/0, 7-15=0/437, 8-15=-302/0, 9-15=0/3825 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) The Fabrication Tolerance at joint 5 = 20%, joint 16 = 20% 5) Refer to girder(s) for truss to truss connections. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 12-1-0 from the left end to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-11=-120, 12-19=-10 Concentrated Loads (lb) Vert: 15=-1039(F) THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GFB Truss Type GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115713 8.430 s Jul 16 2021 MiTek Industries, Inc. Wed Dec 1 14:01:10 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:lBvl_XtOGT?uJT8ToVCGllyFykS-aWQn3Meiropw?10QT?aM16M8Qd?jguvd?iuAeLyDUr7 Scale = 1:32.8 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14272829 4x6 7x8 3x6 3x6 3x10 7x8 WB 6x8 10x10 5x10 3x10 7x8 2x3 3x4 4x8 5x12 3x10 10x10 7x8 6x10 4x8 4x8 4x10 10x18 MT20HS 2x3 2x3 5x6 Special Special Special Special Special Special THD26-2 THD46 THD46 THD46 THD46 THD46 THD46 THD46 THD46 THD46 THD46 0-10-0 0-10-0 2-10-0 2-0-0 5-0-0 2-2-0 6-10-0 1-10-0 8-10-0 2-0-0 10-10-0 2-0-0 12-3-0 1-5-0 13-3-8 1-0-8 16-8-0 3-4-8 18-8-0 2-0-0 19-5-8 0-9-8 0-10-0 0-10-0 2-10-0 2-0-0 5-0-0 2-2-0 6-10-0 1-10-0 8-10-0 2-0-0 10-10-0 2-0-0 13-3-8 2-5-8 15-0-4 1-8-12 16-8-0 1-7-12 18-8-0 2-0-0 19-5-8 0-9-8 1-6-0Plate Offsets (X,Y)-- [8:0-3-8,Edge], [9:0-3-12,0-1-12], [11:0-3-8,0-2-0], [15:0-4-0,0-4-4], [16:0-3-8,0-2-0], [18:0-9-0,Edge], [19:0-3-8,0-5-0], [22:0-3-8,0-2-0], [23:0-3-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.97 0.83 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.31 0.04 (loc) 22-23 22-23 17 l/defl >818 >509 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 235 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 7-13: 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP M 30 *Except* 1-26,13-14,9-17: 2x6 SP No.2, 3-25,13-15,11-15: 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. REACTIONS. (size)26=0-1-12 (req. 0-2-14), 14=0-3-8, 17=0-3-8 (req. 0-5-10) Max Uplift 14=-1282(LC 3) Max Grav 26=6922(LC 3), 17=13577(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-6033/0, 1-2=-4520/0, 2-3=-4520/0, 3-4=-15732/0, 4-5=-15732/0, 5-6=-14863/0, 6-7=-2263/0, 7-8=-2263/0, 8-9=0/5981, 9-10=0/12610, 10-11=0/4243, 11-12=0/1007, 12-13=0/1007, 13-14=0/1315 BOT CHORD 25-26=0/686, 24-25=0/11794, 23-24=0/11794, 22-23=0/14863, 21-22=0/10190, 20-21=0/10190, 19-20=0/10190, 19-27=0/2263, 18-27=0/2263, 18-28=-12610/0, 17-28=-12610/0, 17-29=-8418/0, 16-29=-8418/0, 15-16=-4243/0 WEBS 9-17=-7765/0, 1-25=0/6911, 3-25=-8509/0, 3-24=0/2101, 3-23=0/4437, 5-23=0/1038, 5-22=-797/0, 6-22=0/5375, 6-20=0/1601, 6-19=-9110/0, 8-19=0/6344, 13-15=-1553/0, 11-15=0/3785, 11-16=-2187/0, 10-16=0/5116, 10-17=-5251/0, 8-18=-10447/0, 9-18=0/9782 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-5-0 oc, Except member 25-3 2x4 - 1 row at 0-9-0 oc , member 23-3 2x4 - 1 row at 0-9-0 oc, member 4-23 2x4 - 2 rows staggered at 0-2-0 oc, member 23-5 2x4 - 1 row at 0-9-0 oc, member 5-22 2x4 - 1 row at 0-9-0 oc, member 22-6 2x4 - 1 row at 0-9-0 oc, member 6-20 2x4 - 2 rows staggered at 0-3-0 oc, member 19-6 2x4 - 1 row at 0-9-0 oc, member 8-19 2x4 - 1 row at 0-9-0 oc, member 13-15 2x4 - 1 row at 0-9-0 oc, member 15-11 2x4 - 1 row at 0-9-0 oc, member 11-16 2x4 - 1 row at 0-9-0 oc, member 16-10 2x4 - 1 row at 0-9-0 oc, member 10-17 2x4 - 1 row at 0-9-0 oc, member 8-18 2x4 - 1 row at 0-7-0 oc, member 18-9 2x4 - 1 row at 0-9-0 oc, member 15-12 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 20%, joint 21 = 20% 6) WARNING: Required bearing size at joint(s) 26, 17 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1282 lb uplift at joint 14. Continued on page 2 FASTEN TRUSS TO BEARING FOR THE GRAVITY UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE BUILDING DESIGNER. THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GFB Truss Type GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115713 8.430 s Jul 16 2021 MiTek Industries, Inc. Wed Dec 1 14:01:11 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:lBvl_XtOGT?uJT8ToVCGllyFykS-2i_9GifLc5xncBbc0j5bZJuJA1LxPL9mEMejAoyDUr6 NOTES- 8) This truss has large uplift reaction(s) from gravity load case(s) at jt 14. Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated at jt 14. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 12-7-12 from the left end to connect truss(es) to front face of bottom chord. 11) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 14-8-0 from the left end to 18-8-0 to connect truss(es) to front face of bottom chord. 12) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-10-0 from the left end to 11-10-0 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-120, 14-26=-10 Concentrated Loads (lb) Vert: 25=-1983(F=-1169, B=-815) 24=-1979(F=-1167, B=-813) 23=-3116(F=-1860, B=-1256) 22=-1648(F=-392, B=-1256) 20=-1648(F=-392, B=-1256) 19=-1648(F=-392, B=-1256) 15=-790(F) 16=-788(F) 27=-1256(B) 28=-1317(F) 29=-788(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 77910 Truss GFC Truss Type GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115714 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:27 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-pgupsdnvfTOMTNxpLf2C_izREmM6uMR4YIrwpuyE1y2 Scale = 1:21.1 1 2 3 4 5 6 7 13 12 11 10 9 84x10 3x4 3x4 3x4 2x3 6x8 2x3 3x8 3x4 3x4 3x4 6x8 3x4 THD26-2 4-3-10 4-3-10 6-3-9 1-11-15 8-6-6 2-2-14 10-6-6 2-0-0 12-8-4 2-1-14 2-3-11 2-3-11 4-3-10 1-11-15 6-3-9 1-11-15 8-6-6 2-2-14 10-6-6 2-0-0 12-8-4 2-1-14 1-6-0Plate Offsets (X,Y)-- [9:0-3-8,0-4-0], [11:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.19 0.41 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 0.01 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 1-13,7-8: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=Mechanical, 8=Mechanical Max Grav 13=1309(LC 1), 8=1325(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3618/0, 3-4=-4712/0, 4-5=-2759/0, 5-6=-2759/0, 6-7=-2759/0, 7-8=-1699/0 BOT CHORD 12-13=0/2122, 11-12=0/3618, 10-11=0/4712, 9-10=0/2759 WEBS 6-9=-519/0, 7-9=0/3172, 2-13=-2258/0, 2-12=0/1718, 3-12=-820/0, 3-11=0/1236, 4-10=-2287/0, 4-11=0/820 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 6-3-0 from the left end to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-120, 8-13=-10 Concentrated Loads (lb) Vert: 11=-1044(B) THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GFD Truss Type GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115715 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-HtSB3znXQnWD4XW?uNZRXwWVMAf7do4EnyaTLKyE1y1 Scale = 1:16.8 1 2 3 4 5 10 9 8 7 611121314 4x5 4x12 4x5 7x8 4x4 7x8 2x3 4x4 7x8 4x12 Special Special Special Special Special THD46 THD46 THD46 THD46 THD46 2-7-5 2-7-5 5-0-14 2-5-9 7-6-7 2-5-9 10-1-12 2-7-5 2-7-5 2-7-5 5-0-14 2-5-9 7-6-7 2-5-9 10-1-12 2-7-5 1-6-0Plate Offsets (X,Y)-- [7:0-2-0,0-4-12], [8:0-4-0,0-4-12], [9:0-2-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.55 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.18 0.02 (loc) 8 8 6 l/defl >999 >642 n/a L/d 480 360 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 1-10,5-6: 2x6 SP No.2, 1-9,5-7: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-3-8 Max Grav 10=5657(LC 1), 6=5502(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-3955/0, 1-2=-8562/0, 2-3=-11173/0, 3-4=-11173/0, 4-5=-8674/0, 5-6=-4011/0 BOT CHORD 9-10=0/755, 8-9=0/8562, 7-8=0/8674, 6-7=0/757 WEBS 1-9=0/8634, 2-9=-1381/0, 2-8=0/2871, 3-8=-256/0, 4-8=0/2748, 4-7=-1324/0, 5-7=0/8757 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-9 2x4 - 1 row at 0-5-0 oc, member 4-7 2x4 - 1 row at 0-5-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-11-12 from the left end to 8-11-12 to connect truss(es) to back face of bottom chord. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-120, 6-10=-10 Concentrated Loads (lb) Vert: 8=-1979(F=-1167, B=-813) 11=-1982(F=-1168, B=-814) 12=-1979(F=-1167, B=-813) 13=-1979(F=-1167, B=-813) 14=-1980(F=-1167, B=-813) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GFE Truss Type GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115716 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-HtSB3znXQnWD4XW?uNZRXwWblAkpdttEnyaTLKyE1y1 Scale = 1:14.0 1 2 3 6 5 478 3x4 3x4 3x10 3x4 2x3 3x4 THD46 THD46 THD46 3-8-8 3-8-8 7-5-0 3-8-8 3-8-8 3-8-8 7-5-0 3-8-8 1-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.14 0.25 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Grav 6=1049(LC 1), 4=1054(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-803/0, 1-2=-1951/0, 2-3=-1951/0, 3-4=-803/0 WEBS 1-5=0/2046, 2-5=-482/0, 3-5=0/2046 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-8-12 from the left end to 5-8-12 to connect truss(es) to back face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-120, 4-6=-10 Concentrated Loads (lb) Vert: 5=-392(B) 7=-392(B) 8=-392(B) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GFF Truss Type FLOOR Qty 2 Ply 2 LOT #29 Job Reference (optional) T26115717 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-l30ZGJo9B4e4ig5BS45g372n7Z6hMPwN0cK1unyE1y0 Scale = 1:11.6 1 2 3 6 5 4 3x4 3x4 3x6 3x4 3x4 3x6 2-8-10 2-8-10 5-5-4 2-8-10 2-8-10 2-8-10 5-5-4 2-8-10 1-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.10 0.08 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 1-6,3-4: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-2-0, 6=0-2-0 Max Grav 4=573(LC 1), 6=573(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-681/0, 3-4=-550/0 BOT CHORD 5-6=0/681 WEBS 2-6=-757/0, 2-5=-327/0, 3-5=0/757 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 6. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-220(F=-100), 4-6=-10 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GFG Truss Type GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115718 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-l30ZGJo9B4e4ig5BS45g372nmZyYMHfN0cK1unyE1y0 Scale: 1"=1' 1 2 3 6 5 478910 3x4 3x4 4x6 3x4 6x8 3x6 THD46 THD46 THD46 THD46 3-1-14 3-1-14 6-3-12 3-1-14 3-1-14 3-1-14 6-3-12 3-1-14 1-6-0Plate Offsets (X,Y)-- [5:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.73 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-6,3-4: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 6=0-3-8 Max Grav 4=1926(LC 1), 6=2381(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2531/0, 3-4=-1145/0 BOT CHORD 5-6=0/2531 WEBS 2-6=-2712/0, 2-5=0/615, 3-5=0/2712 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-6-12 from the left end to 5-6-4 to connect truss(es) to back face of bottom chord. 5) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-120, 4-6=-10 Concentrated Loads (lb) Vert: 7=-888(B) 8=-885(B) 9=-885(B) 10=-887(B) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GFH Truss Type GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115719 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-DFaxUfpnyOmxKqgO0ocvcLbyVzJ85ihWEG3aQDyE1y? Scale = 1:12.3 1 2 3 6 5 478 3x4 3x4 4x6 3x4 7x8 3x8 Special Special Special Special THD46 THD46 2-7-14 2-7-14 5-3-12 2-7-14 2-7-14 2-7-14 5-3-12 2-7-14 1-6-0Plate Offsets (X,Y)-- [5:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.64 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-6,3-4: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8 Max Grav 4=2931(LC 1), 6=3843(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2995/0, 3-4=-1558/0 BOT CHORD 5-6=0/2995 WEBS 2-6=-3301/0, 2-5=0/1145, 3-5=0/3301 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-5 2x4 - 2 rows staggered at 0-3-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-4-0 from the left end to 4-4-0 to connect truss(es) to back face of bottom chord. 6) 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 776 lb down at 0-2-12, and 1277 lb down at 0-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-120, 4-6=-10 Concentrated Loads (lb) Vert: 6=-2053(F=-776, B=-1277) 7=-2044(F=-771, B=-1272) 8=-2046(F=-773, B=-1274) N/A This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GFK Truss Type GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115720 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-DFaxUfpnyOmxKqgO0ocvcLbx_zGF5i0WEG3aQDyE1y? Scale = 1:12.4 1 2 3 6 5 478 3x4 3x4 4x10 3x4 7x8 3x12 THD46 THD46 THD46 3-3-3 3-3-3 6-6-6 3-3-3 3-3-3 3-3-3 6-6-6 3-3-3 1-6-0Plate Offsets (X,Y)-- [5:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.16 0.89 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-6,3-4: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=Mechanical Max Grav 4=2264(LC 1), 6=2096(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3268/0, 3-4=-1397/0 BOT CHORD 5-6=0/3268 WEBS 2-6=-3485/0, 2-5=0/855, 3-5=0/3485 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-5-12 from the left end to 5-5-12 to connect truss(es) to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-120, 4-6=-10 Concentrated Loads (lb) Vert: 5=-1190(F) 7=-1190(F) 8=-1191(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRA Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115721 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-AeiivLr1U?0fZ8qm7DeNhmg9hnzGZbWpiaYhT5yE1xz Scale = 1:50.4 2 3 4 21 5 6 7 1 13 12 11 10 9 8 22 23 24 25 26 27 28 29 5x8 6x8 5x10 7x10 3x5 3x8 7x10 3x5 7x10 4x8 3x12 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 4-0-12 4-0-12 8-0-12 4-0-0 11-7-14 3-7-2 12-0-0 0-4-2 17-0-12 5-0-12 21-6-0 4-5-4 23-0-4 1-6-4 4-0-12 4-0-12 8-0-12 4-0-0 11-7-14 3-7-2 17-0-12 5-4-14 21-6-0 4-5-4 23-0-4 1-6-4 0-4-78-1-110-8-110-8-08.00 12 Plate Offsets (X,Y)-- [1:0-8-2,0-0-4], [4:0-3-12,0-1-12], [6:0-9-3,Edge], [9:0-4-8,0-3-0], [11:0-5-0,0-1-8], [12:0-2-12,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.79 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.27 0.13 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 546 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 4-7: 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E *Except* 1-10: 2x6 SP 2400F 2.0E, 4-11: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 9-12: 2x4 SP M 30 OTHERS 2x8 SP 2400F 2.0E LBR SCAB 4-7 2x8 SP 2400F 2.0E both sides BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. Except: 10-0-0 oc bracing: 9-11 JOINTS 1 Brace at Jt(s): 8 REACTIONS. (size)1=0-8-0, 7=0-3-8 Max Horz 1=434(LC 24) Max Uplift 1=-6298(LC 8), 7=-5728(LC 8) Max Grav 1=7745(LC 1), 7=7111(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11061/9082, 2-3=-9088/7645, 3-4=-7580/6507, 4-5=-7500/6357, 5-6=-12216/9982, 6-7=-3939/3187 BOT CHORD 1-13=-7433/9160, 12-13=-7433/9160, 11-12=-831/984, 9-11=-1258/1459, 4-9=-6663/7811, 8-9=-8488/10600, 6-8=-8488/10600 WEBS 2-13=-1471/1973, 2-12=-1983/1677, 3-12=-1805/2171, 3-9=-1876/1726, 5-9=-5080/4233, 5-8=-3205/4140, 9-12=-5266/6610 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Attached 13-11-11 scab 4 to 7, both face(s) 2x8 SP 2400F 2.0E with 2 row(s) of 10d (0.148"x3") nails spaced 9" o.c.except : starting at 10-0-15 from end at joint 4, nail 4 row(s) at 4" o.c. for 3-1-1. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) 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) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRA Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115721 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:32 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-AeiivLr1U?0fZ8qm7DeNhmg9hnzGZbWpiaYhT5yE1xz NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=6298, 7=5728. 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 21-0-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-16=-70, 4-6=-70, 6-7=-94, 1-11=-20, 10-11=-20, 9-18=-20 Concentrated Loads (lb) Vert: 8=-1162(B) 15=-1164(B) 20=-1165(B) 22=-1163(B) 23=-1163(B) 24=-1163(B) 25=-1163(B) 26=-1163(B) 27=-1162(B) 28=-1162(B) 29=-1181(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 77910 Truss GRB Truss Type Flat Girder Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115722 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:33 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-eqF46hrgFJ8WBIOzhw9cEzDQ7ATFIDWzxEIE0YyE1xy Scale = 1:30.6 1 2 3 5 4 6 7 3x6 3x6 5x6 5x6 3x4 3-4-1 3-4-1 6-8-2 3-4-1 3-4-1 3-4-1 6-8-2 3-4-1 5-0-0Plate Offsets (X,Y)-- [4:0-1-12,0-3-0], [5:0-1-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.29 0.17 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x6 SP No.2 *Except* 2-5,2-4: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=Mechanical Max Uplift 5=-1422(LC 4), 4=-1631(LC 4) Max Grav 5=1143(LC 25), 4=1854(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-353/653, 3-4=-1019/862 BOT CHORD 4-5=-529/524 WEBS 2-5=-939/949, 2-4=-939/949 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=1422, 4=1631. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 313 lb down and 597 lb up at 0-2-12, 321 lb down and 427 lb up at 2-5-13, and 1407 lb down and 1253 lb up at 4-4-12, and 674 lb down and 549 lb up at 6-5-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRB Truss Type Flat Girder Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115722 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:33 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-eqF46hrgFJ8WBIOzhw9cEzDQ7ATFIDWzxEIE0YyE1xy LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 1=-313 3=-674 6=-250 7=-1098 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRC Truss Type Flat Girder Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115723 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:34 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-61pSK0sI0dHNoSz9FdgrmBmZBaoA0ff69u1oY_yE1xx Scale = 1:30.6 1 2 3 5 4 6 7 3x4 3x4 5x6 5x6 5x6 6-8-2 6-8-2 3-4-1 3-4-1 6-8-2 3-4-1 5-0-0Plate Offsets (X,Y)-- [2:0-3-0,0-3-8], [4:0-1-12,0-3-0], [5:0-1-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.40 0.19 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x6 SP No.2 *Except* 2-5,2-4: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=Mechanical Max Uplift 5=-1645(LC 4), 4=-1514(LC 4) Max Grav 5=1913(LC 1), 4=1858(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-680/602, 3-4=-590/471 BOT CHORD 4-5=-714/810 WEBS 2-5=-1453/1280, 2-4=-1453/1280 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=1645, 4=1514. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1194 lb down and 1073 lb up at 1-4-12, and 1119 lb down and 1073 lb up at 3-4-12, and 973 lb down and 823 lb up at 5-4-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRC Truss Type Flat Girder Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115723 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:34 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-61pSK0sI0dHNoSz9FdgrmBmZBaoA0ff69u1oY_yE1xx LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 2=-1119 6=-1119 7=-973 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRD Truss Type Roof Special Girder Qty 1 Ply 3 LOT #29 Job Reference (optional) T26115724 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:36 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-2PxCkiuYYEX52l7YM2jKscrrKOM5UPcPdCWuctyE1xv Scale = 1:57.9 1 2 3 4 5 6 12 11 10 9 8 71920212223242526 27 28 29 7x8 5x6 5x14 8x10 7x8 10x18 MT20HS 3x6 3x12 4x8 7x8 3x4 4x12 Special Special Special Special Special Special HUS26 HUS26 HUS26 HUS26 Special Special Special Special 4-0-0 4-0-0 8-1-12 4-1-12 12-4-0 4-2-4 16-6-0 4-2-0 20-3-0 3-9-0 24-8-0 4-5-0 4-0-0 4-0-0 8-1-12 4-1-12 12-4-0 4-2-4 16-6-0 4-2-0 20-3-0 3-9-0 24-8-0 4-5-0 0-4-78-7-20-4-71-6-128.00 12 5.00 12 Plate Offsets (X,Y)-- [5:0-5-10,0-1-12], [8:0-11-8,Edge], [9:0-4-0,0-4-8], [10:0-4-0,0-3-12], [11:0-5-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.67 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 -0.51 0.31 (loc) 8-9 8-9 7 l/defl >651 >574 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 625 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 4-7: 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 4-10,5-8: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 7=0-8-0 Max Horz 1=-463(LC 23) Max Uplift 1=-7137(LC 8), 7=-6516(LC 8) Max Grav 1=11678(LC 1), 7=8734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-17385/10919, 2-3=-13499/9167, 3-4=-9110/6815, 4-5=-9244/6909, 5-6=-23290/17482, 6-7=-24493/18187 BOT CHORD 1-12=-8966/14436, 11-12=-8966/14436, 10-11=-7213/11019, 9-10=-7002/9760, 8-9=-7416/10333, 7-8=-15811/21468 WEBS 2-12=-1735/3943, 2-11=-3807/1940, 3-11=-3603/6480, 3-10=-5540/3335, 4-10=-7354/9874, 5-10=-3662/3114, 5-9=-375/392, 6-8=-1570/2071, 5-8=-10511/13961 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=7137, 7=6516. 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-10-4 from the left end to 14-10-4 to connect truss(es) to back face of bottom chord. Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRD Truss Type Roof Special Girder Qty 1 Ply 3 LOT #29 Job Reference (optional) T26115724 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:36 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-2PxCkiuYYEX52l7YM2jKscrrKOM5UPcPdCWuctyE1xv NOTES- 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 725 lb up at 1-4-0, 1484 lb down and 725 lb up at 2-8-0, 1484 lb down and 725 lb up at 4-0-0, 1484 lb down and 725 lb up at 5-4-0, 1484 lb down and 725 lb up at 6-8-0, 1484 lb down and 725 lb up at 8-0-0, 1162 lb down and 963 lb up at 16-11-4, 1166 lb down and 933 lb up at 18-11-4, and 1238 lb down and 916 lb up at 20-11-4, and 1162 lb down and 887 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-17=-70, 1-9=-20, 8-9=-20, 7-8=-20 Concentrated Loads (lb) Vert: 11=-1484(B) 12=-1484(B) 13=-1484(B) 19=-1484(B) 20=-1484(B) 21=-1484(B) 22=-1174(B) 23=-1174(B) 24=-1174(B) 25=-1168(B) 26=-1162(B) 27=-1166(B) 28=-1162(B) 29=-1162(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 77910 Truss GRG Truss Type Flat Girder Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115725 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-WcVby2uAIYfyfvikwmEZOpO5qophDz1YrsGS9JyE1xu Scale = 1:31.5 1 2 3 6 5 4 7 8 9 10 11 3x4 3x10 6x8 5x6 3x4 4x4 HUS26 HUS26 HUS26 3-3-6 3-3-6 6-6-12 3-3-6 3-3-6 3-3-6 6-6-12 3-3-6 5-0-0Plate Offsets (X,Y)-- [2:0-3-0,0-3-4], [6:Edge,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.20 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=Mechanical Max Uplift 4=-1705(LC 4), 6=-2149(LC 4) Max Grav 4=2278(LC 25), 6=2952(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1113/767, 2-3=-1161/863, 3-4=-2106/1574 BOT CHORD 5-6=-863/1161 WEBS 2-6=-2044/1520, 2-5=-975/514, 3-5=-1520/2044 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=1705, 6=2149. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 1-5-14 oc max. starting at 1-9-8 from the left end to 4-9-4 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1260 lb down and 885 lb up at 0-8-8, and 1223 lb down and 865 lb up at 2-8-8, and 1239 lb down and 850 lb up at 4-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRG Truss Type Flat Girder Qty 1 Ply 2 LOT #29 Job Reference (optional) T26115725 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:37 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-WcVby2uAIYfyfvikwmEZOpO5qophDz1YrsGS9JyE1xu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 5=-285(B) 7=-1141 8=-1126 9=-1126 10=-285(B) 11=-285(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 77910 Truss GRH Truss Type Hip Girder Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115726 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-_o3z9Ovo3rnpH3HwUTlox1wBWB7_yTEi4W??hlyE1xt Scale = 1:32.6 1 2 3 4 5 687 15 16 17 18 19 20 4x6 4x8 3x5 3x5 3x4 2x3 5-0-0 5-0-0 11-0-0 6-0-0 15-11-8 4-11-8 16-0-0 0-0-8 -2-0-0 2-0-0 5-0-0 5-0-0 11-0-0 6-0-0 16-0-0 5-0-0 18-0-0 2-0-0 0-4-73-8-70-4-73-8-78.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-6], [3:0-3-12,0-2-0], [4:0-5-8,0-1-12], [5:0-5-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.70 0.33 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.12 0.03 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-3-0 Max Horz 2=271(LC 24) Max Uplift 2=-1220(LC 8), 5=-1220(LC 8) Max Grav 2=1494(LC 29), 5=1494(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2048/1407, 3-4=-1692/1286, 4-5=-2047/1407 BOT CHORD 2-8=-1054/1786, 7-8=-1008/1745, 5-7=-1005/1724 WEBS 3-8=-82/587, 4-7=-89/566 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1220, 5=1220. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 431 lb down and 449 lb up at 5-0-0, 252 lb down and 221 lb up at 7-0-12, and 252 lb down and 221 lb up at 8-11-4, and 431 lb down and 449 lb up at 11-0-0 on top chord, and 425 lb down and 110 lb up at 5-0-0, 60 lb down and 19 lb up at 7-0-12, and 60 lb down and 19 lb up at 8-11-4, and 425 lb down and 110 lb up at 10-11-4 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: 1-3=-70, 3-4=-70, 4-6=-70, 9-12=-20 Concentrated Loads (lb) Vert: 3=-109(B) 4=-109(B) 8=-95(B) 7=-95(B) 16=-71(B) 17=-71(B) 19=-33(B) 20=-33(B) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRN Truss Type HALF HIP GIRDER Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115727 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:39 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-S_dLNkwQq9vfvDs62BG1TETJibWAhv0rJAlZDByE1xs Scale = 1:27.3 1 2 3 4 5 8 7 612 3x4 3x6 3x4 2x3 3x4 3x5 6x8 6x8 1-2-0 1-2-0 1-6-0 0-4-0 3-10-0 2-4-0 6-10-8 3-0-8 1-6-0 1-6-0 3-10-0 2-4-0 6-2-0 2-4-0 6-10-8 0-8-8 0-4-74-5-138.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.86 0.14 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=0-8-0, 6=Mechanical Max Horz 8=346(LC 8) Max Uplift 8=-289(LC 8), 6=-832(LC 8) Max Grav 8=404(LC 1), 6=698(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/143, 5-6=-240/335 BOT CHORD 1-8=-178/321, 7-8=-274/231, 6-7=-510/408 WEBS 2-8=-310/188, 2-7=-531/544, 3-6=-548/686 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=289, 6=832. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 260 lb down and 344 lb up at 6-8-12, and 218 lb down and 277 lb up at 6-2-9 on top chord, and 185 lb down and 121 lb up at 6-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 6-9=-20 Concentrated Loads (lb) Vert: 4=-85(F) 5=-121(F) 12=-53(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRO Truss Type HALF HIP GIRDER Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115728 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-xABja4x3bT1WWNRJbunG0S0ef?smQL4?YqU6meyE1xr Scale = 1:18.9 1 2 3 4 7 6 5 8 12 3x4 4x4 3x4 2x3 3x4 4x8 5x8 3x6 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 9-6-0 2-6-0 2-4-0 2-4-0 7-0-0 4-8-0 9-6-0 2-6-0 0-3-152-7-150-7-42-7-154.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [4:0-1-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.21 0.11 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.02 -0.00 (loc) 6-7 6-7 12 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-8-0, 12=0-3-8 Max Horz 7=196(LC 8) Max Uplift 7=-866(LC 8), 12=-836(LC 5) Max Grav 7=586(LC 1), 12=453(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-377/527, 3-4=-296/519 WEBS 2-7=-529/628, 2-6=-472/423, 4-6=-666/377, 4-12=-458/846 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 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) 7=866, 12=836. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 174 lb down and 330 lb up at 7-0-0, and 87 lb down and 179 lb up at 9-0-12 on top chord, and 439 lb down and 230 lb up at 7-0-0, and 49 lb down and 99 lb up at 9-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-9=-20 Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRO Truss Type HALF HIP GIRDER Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115728 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:40 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-xABja4x3bT1WWNRJbunG0S0ef?smQL4?YqU6meyE1xr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-62(F) 5=-21(F) 6=-3(F) 4=-82(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 77910 Truss GRP Truss Type HALF HIP GIRDER Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115729 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:41 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-PNk5oQxhMm9N8W0V9cIVZfYhvP1R9dR8mTEfI4yE1xq Scale = 1:39.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 17 18 19 20 21 22 23 24 25 3x4 7x10 3x4 5x6 WB 10x14 3x4 7x8 3x4 3x10 3x4 5x6 7x8 3x6 2-0-0 2-0-0 2-4-0 0-4-0 5-8-4 3-4-4 9-0-0 3-3-12 13-7-4 4-7-4 18-0-12 4-5-8 22-8-0 4-7-4 2-4-0 2-4-0 5-8-4 3-4-4 9-0-0 3-3-12 13-7-4 4-7-4 18-0-12 4-5-8 22-8-0 4-7-4 0-3-153-3-150-7-43-3-154.00 12 Plate Offsets (X,Y)-- [1:0-5-10,0-1-1], [2:0-6-4,Edge], [4:0-4-0,0-4-0], [7:0-3-8,0-4-0], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.79 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.25 -0.07 (loc) 10-12 10-12 17 l/defl >674 >985 n/a L/d 240 240 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 2-13: 2x6 SP No.2, 7-9: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-1-12 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)13=0-8-0, 17=0-3-8 Max Horz 13=247(LC 8) Max Uplift 13=-2255(LC 8), 17=-2614(LC 5) Max Grav 13=1893(LC 1), 17=2019(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-342/309, 2-3=-453/514, 3-4=-3317/4300, 4-5=-3587/4690, 5-6=-3587/4690, 6-7=-2556/3320, 8-14=-294/247, 7-14=-294/247 BOT CHORD 1-13=-350/358, 12-13=-3334/2583, 10-12=-4111/3121, 9-10=-3320/2556, 8-9=-335/260 WEBS 2-13=-525/761, 4-12=-530/458, 4-10=-688/614, 5-10=-311/478, 6-10=-1643/1236, 6-9=-990/1353, 7-9=-3658/2815, 3-13=-2647/3285, 3-12=-913/716, 7-17=-2034/2633 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) Bearing at joint(s) 17 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) 13=2255, 17=2614. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 299 lb up at 9-0-0 on top chord, and 490 lb down and 770 lb up at 9-0-0, 244 lb down and 369 lb up at 11-0-12, 244 lb down and 369 lb up at 13-0-12, 244 lb down and 369 lb up at 15-0-12, 244 lb down and 369 lb up at 17-0-12, and 244 lb down and 369 lb up at 19-0-12, and 244 lb down and 369 lb up at 21-0-12 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 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss GRP Truss Type HALF HIP GIRDER Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115729 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:41 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-PNk5oQxhMm9N8W0V9cIVZfYhvP1R9dR8mTEfI4yE1xq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-7=-70, 1-8=-20 Concentrated Loads (lb) Vert: 12=-357(B) 4=-104(B) 20=-244(B) 21=-244(B) 22=-244(B) 23=-244(B) 24=-244(B) 25=-244(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 77910 Truss J1 Truss Type Jack-Open Qty 4 Ply 1 LOT #29 Job Reference (optional) T26115730 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:41 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-PNk5oQxhMm9N8W0V9cIVZfYjCP6I9si8mTEfI4yE1xq Scale = 1:12.3 1 2 3 4 5x6 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-4-71-0-78.00 12 Plate Offsets (X,Y)-- [2:0-0-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.61 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=223(LC 12) Max Uplift 3=-40(LC 1), 2=-591(LC 12), 4=-59(LC 17) Max Grav 3=124(LC 12), 2=339(LC 17), 4=164(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; 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, 4 except (jt=lb) 2=591.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss J1C Truss Type JACK-OPEN Qty 2 Ply 1 LOT #29 Job Reference (optional) T26115731 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-tZIU?lyJ74HEmgahjJqk5t5zqpSuuHhH?7zDqWyE1xp Scale: 1"=1' 1 2 5 3 4 3x4 3x6 3x4 1-10-0 1-10-0 2-2-0 0-4-0 2-2-0 2-2-0 0-4-71-9-131-4-91-9-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.29 0.46 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=117(LC 12) Max Uplift 3=-53(LC 18), 4=-87(LC 1), 5=-302(LC 12) Max Grav 3=26(LC 8), 4=58(LC 12), 5=330(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-166/490 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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) 3, 4 except (jt=lb) 5=302.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss J1P Truss Type JACK-OPEN Qty 4 Ply 1 LOT #29 Job Reference (optional) T26115732 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:43 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-LlssC5zxuOP5Nq9uH0Lze4e9CCtKdmEREnjmMzyE1xo Scale = 1:9.4 1 2 5 3 4 5x6 4x6 2-0-0 2-0-0 3-0-0 1-0-0 2-4-0 2-4-0 3-0-0 0-8-0 0-3-151-3-150-4-30-11-121-3-154.00 12 Plate Offsets (X,Y)-- [5:0-4-0,2-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.25 0.19 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 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, 4=Mechanical, 5=0-8-0 Max Horz 5=89(LC 12) Max Uplift 3=-9(LC 3), 4=-376(LC 1), 5=-840(LC 12) Max Grav 3=11(LC 10), 4=497(LC 12), 5=643(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=376, 5=840.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss J3 Truss Type Jack-Open Qty 4 Ply 1 LOT #29 Job Reference (optional) T26115733 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:43 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-LlssC5zxuOP5Nq9uH0Lze4e4sCp2dmBREnjmMzyE1xo Scale = 1:19.0 1 2 8 9 3 4 4x4 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-72-4-78.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.53 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.00 0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 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=332(LC 12) Max Uplift 3=-79(LC 12), 2=-395(LC 12) Max Grav 3=93(LC 17), 2=328(LC 17), 4=46(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 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=395. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss J3C Truss Type JACK-OPEN Qty 2 Ply 1 LOT #29 Job Reference (optional) T26115734 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-pyQEQR_ZfhXy?_k4qksCAIAGFcAQMBpaSRSJvPyE1xn Scale = 1:18.7 1 2 5 9 3 4 3x4 3x6 2x3 1-2-0 1-2-0 1-6-0 0-4-0 4-2-0 2-8-0 4-2-0 4-2-0 0-4-73-1-132-8-93-1-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.32 0.17 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: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=228(LC 12) Max Uplift 3=-140(LC 12), 4=-22(LC 9), 5=-211(LC 12) Max Grav 3=107(LC 17), 4=43(LC 10), 5=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-469/205 BOT CHORD 1-5=-200/422 WEBS 2-5=-273/567 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-1-4 zone; cantilever 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=140, 5=211. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss J3P Truss Type JACK-OPEN Qty 4 Ply 1 LOT #29 Job Reference (optional) T26115735 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-H8_cdn?BQ?fpd8JGORNRjVjSi0Wv5cHkh5CtRryE1xm Scale = 1:12.7 1 2 5 9 3 43x4 3x6 3x5 2-0-0 2-0-0 5-0-0 3-0-0 2-4-0 2-4-0 5-0-0 2-8-0 0-3-151-11-151-7-121-11-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.37 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 0.01 0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 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 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=137(LC 12) Max Uplift 3=-55(LC 9), 4=-16(LC 1), 5=-474(LC 12) Max Grav 3=56(LC 17), 4=49(LC 12), 5=421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-356/112 BOT CHORD 1-5=-123/338 WEBS 2-5=-317/948 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever 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) 3, 4 except (jt=lb) 5=474. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss J5 Truss Type Jack-Open Qty 4 Ply 1 LOT #29 Job Reference (optional) T26115736 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-H8_cdn?BQ?fpd8JGORNRjVjQv0PE5ghkh5CtRryE1xm Scale = 1:25.5 1 2 8 3 4 3x5 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-73-8-73-3-43-8-78.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.50 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.06 0.00 -0.07 (loc) 4-7 4-7 3 4-7 l/defl >999 >999 n/a >849 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 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 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=443(LC 12) Max Uplift 3=-200(LC 12), 2=-380(LC 12), 4=-6(LC 9) Max Grav 3=187(LC 17), 2=400(LC 17), 4=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 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 except (jt=lb) 3=200, 2=380. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss J5C Truss Type JACK-OPEN Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115737 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:46 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-lKY_r7?pBJngEIuTy9ugFjGaFQs7q4ztwlxQzHyE1xl Scale = 1:25.7 1 2 5 9 10 3 43x4 3x6 2x3 1-2-0 1-2-0 1-6-0 0-4-0 6-2-0 4-8-0 6-2-0 6-2-0 0-4-74-5-134-0-94-5-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.52 0.37 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 -0.10 (loc) 4-5 4-5 3 l/defl >854 >879 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=340(LC 12) Max Uplift 3=-245(LC 12), 4=-37(LC 12), 5=-227(LC 12) Max Grav 3=194(LC 17), 4=82(LC 3), 5=364(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-739/353, 2-3=-260/149 BOT CHORD 1-5=-275/559 WEBS 2-5=-492/854 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-1-4 zone; cantilever 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=245, 5=227. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss J5P Truss Type JACK-OPEN Qty 4 Ply 1 LOT #29 Job Reference (optional) T26115738 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:46 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-lKY_r7?pBJngEIuTy9ugFjGboQq_q4ItwlxQzHyE1xl Scale = 1:16.5 1 2 5 9 10 3 11 12 4 3x4 2x3 2x3 2-0-0 2-0-0 7-0-0 5-0-0 2-4-0 2-4-0 7-0-0 4-8-0 0-3-152-7-150-4-32-3-122-7-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.51 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 0.14 -0.05 (loc) 4-5 4-5 3 l/defl >401 >408 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=193(LC 12) Max Uplift 3=-163(LC 12), 4=-118(LC 9), 5=-613(LC 12) Max Grav 3=123(LC 1), 4=69(LC 3), 5=470(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-407/184 BOT CHORD 1-5=-156/408 WEBS 2-5=-518/785 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=163, 4=118, 5=613. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss J7 Truss Type JACK-OPEN Qty 7 Ply 1 LOT #29 Job Reference (optional) T26115739 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:47 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-DX6N2T0SycvXsRTfWsPvowojvq8WZVc19Ph_VkyE1xk Scale = 1:20.0 1 2 3 4 8 7 6 12 13 5 3x4 3x6 3x4 4x4 6x8 6x8 2-0-0 2-0-0 2-4-0 0-4-0 6-2-7 3-10-7 9-0-0 2-9-9 2-4-0 2-4-0 6-2-7 3-10-7 9-0-0 2-9-9 0-3-153-3-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.56 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.02 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 5=Mechanical, 8=0-8-0 Max Horz 8=290(LC 12) Max Uplift 5=-349(LC 12), 8=-527(LC 12) Max Grav 5=264(LC 1), 5=264(LC 1), 8=544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1045/249, 2-3=-359/385 BOT CHORD 1-8=-214/1046, 7-8=-214/600, 6-7=-681/425 WEBS 2-8=-470/953, 2-7=-1168/543, 3-7=-24/267, 3-6=-554/888 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0 zone; cantilever 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) except (jt=lb) 5=349, 8=527. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss KJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 LOT #29 Job Reference (optional) T26115740 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:48 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-ijflGp14jw1OUb2r3aw8L8LvEDWQIySAN3QX2AyE1xj Scale = 1:24.9 1 2 3 7 6 11 12 4 13 14 5 3x6 3x4 3x4 2x3 0-0-6 0-0-6 2-8-14 2-8-7 7-0-2 4-3-4 -2-9-15 2-9-15 2-8-14 2-8-14 7-0-2 4-3-4 0-4-73-8-20-4-93-3-93-8-25.66 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.62 0.38 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.05 0.01 (loc) 7-10 7-10 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-9, 5=Mechanical Max Horz 2=441(LC 8) Max Uplift 4=-175(LC 8), 2=-662(LC 8), 5=-87(LC 5) Max Grav 4=142(LC 28), 2=789(LC 28), 5=336(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1393/221 BOT CHORD 2-7=-296/1001, 6-7=-296/1001 WEBS 3-6=-1058/313, 3-7=-119/481 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=175, 2=662. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 247 lb down and 139 lb up at 1-6-1, 247 lb down and 139 lb up at 1-6-1, and 184 lb down and 110 lb up at 4-4-0, and 184 lb down and 110 lb up at 4-4-0 on top chord, and 161 lb down and 85 lb up at 1-6-1, 161 lb down and 85 lb up at 1-6-1, and 53 lb down and 3 lb up at 4-4-0, and 53 lb down and 3 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=116(F=58, B=58) 13=97(F=49, B=49) 14=5(F=3, B=3) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss KJ7 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115741 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:49 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-AvD7T92iUEAF6ld1dHSNtLt5sdlc1MSJcjA4acyE1xi Scale = 1:21.0 1 2 3 8 7 6 12 13 14 4 15 16 17 5 3x4 2x3 3x4 3x4 2x3 2x3 2-9-9 2-9-9 3-3-4 0-5-10 7-5-11 4-2-7 7-9-14 0-4-3 12-8-0 4-10-2 3-3-4 3-3-4 7-5-11 4-2-7 12-8-0 5-2-5 0-3-153-3-120-3-152-11-133-3-122.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.84 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.20 0.12 (loc) 6-7 6-7 4 l/defl >337 >550 n/a L/d 240 240 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 5-6. REACTIONS. (size)4=Mechanical, 5=Mechanical, 8=0-11-5 Max Horz 8=282(LC 20) Max Uplift 4=-269(LC 4), 5=-373(LC 5), 8=-1384(LC 4) Max Grav 4=203(LC 1), 5=358(LC 22), 8=1364(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1144/687, 2-3=-1085/698 BOT CHORD 1-8=-656/1128, 7-8=-769/916, 6-7=-769/916 WEBS 3-7=-263/447, 3-6=-976/819, 2-8=-451/602 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) except (jt=lb) 4=269, 5=373, 8=1384. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 70 lb up at 4-4-0, 136 lb down and 70 lb up at 4-4-0, 166 lb down and 62 lb up at 7-1-15, 166 lb down and 62 lb up at 7-1-15, and 95 lb down and 181 lb up at 9-11-14, and 95 lb down and 181 lb up at 9-11-14 on top chord, and 498 lb down and 404 lb up at 4-4-0, 498 lb down and 404 lb up at 4-4-0, 48 lb down and 17 lb up at 7-1-15, 48 lb down and 17 lb up at 7-1-15, and 25 lb down and 128 lb up at 9-11-14, and 25 lb down and 128 lb up at 9-11-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-9=-20 Concentrated Loads (lb) Vert: 12=93(F=46, B=46) 14=-48(F=-24, B=-24) 15=469(F=234, B=234) 17=-6(F=-3, B=-3) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss KJC Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115742 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:50 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-e6nVgV2KFXI6jvCEB?zcQZQDH1CsmuWTrNve63yE1xh Scale = 1:24.7 1 2 5 9 10 3 11 12 43x4 2x3 2x3 1-7-6 1-7-6 2-1-1 0-5-11 5-2-12 3-1-11 8-7-14 3-5-2 4-5-5 4-5-5 8-7-14 4-2-9 0-4-74-5-74-0-134-5-75.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.71 0.39 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.23 -0.19 (loc) 4-5 4-5 3 l/defl >380 >340 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=338(LC 8) Max Uplift 3=-321(LC 8), 4=-71(LC 5), 5=-618(LC 8) Max Grav 3=254(LC 28), 4=124(LC 22), 5=532(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-416/119, 2-3=-327/146 BOT CHORD 1-5=-65/338 WEBS 2-5=-475/732 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) 3=321, 5=618. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 157 lb up at 3-1-13, 149 lb down and 157 lb up at 3-1-13, and 201 lb down and 171 lb up at 5-11-12, and 201 lb down and 171 lb up at 5-11-12 on top chord, and 60 lb down and 116 lb up at 3-1-13, 60 lb down and 116 lb up at 3-1-13, and 35 lb down and 27 lb up at 5-11-12, and 35 lb down and 27 lb up at 5-11-12 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=-70, 4-6=-20 Concentrated Loads (lb) Vert: 9=147(F=74, B=74) 11=150(F=75, B=75) 12=6(F=3, B=3) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss KJO Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115743 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:51 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-6ILtuq3y?rQyL3mQliUrymzT8RWSVK8c31fBeVyE1xg Scale = 1:18.6 1 2 3 7 6 11 12 4 13 14 53x4 3x4 2x3 3x4 3x8 3x4 2-9-9 2-9-9 3-3-4 0-5-10 6-4-14 3-1-11 9-10-1 3-5-3 3-3-4 3-3-4 5-3-15 2-0-12 6-4-14 1-0-15 9-10-1 3-5-3 0-3-152-7-120-3-152-3-132-7-122.83 12 Plate Offsets (X,Y)-- [1:0-1-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.56 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.31 0.01 (loc) 6-7 6-7 4 l/defl >242 >256 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=219(LC 4) Max Uplift 4=-131(LC 4), 5=-212(LC 5), 7=-1195(LC 4) Max Grav 4=108(LC 17), 5=305(LC 22), 7=1211(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1530/970, 2-3=-1438/926 BOT CHORD 1-7=-892/1483, 6-7=-279/487 WEBS 2-7=-314/384, 3-7=-928/868, 3-6=-540/309 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=131, 5=212, 7=1195. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 70 lb up at 4-4-0, 136 lb down and 70 lb up at 4-4-0, and 166 lb down and 62 lb up at 7-1-15, and 166 lb down and 62 lb up at 7-1-15 on top chord, and 570 lb down and 404 lb up at 4-4-0, 570 lb down and 404 lb up at 4-4-0, and 130 lb down and 17 lb up at 7-1-15, and 130 lb down and 17 lb up at 7-1-15 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: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=93(F=46, B=46) 13=469(F=234, B=234) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss M Truss Type Monopitch Qty 3 Ply 1 LOT #29 Job Reference (optional) T26115744 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:51 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-6ILtuq3y?rQyL3mQliUrymzSQRbEVLTc31fBeVyE1xg Scale = 1:34.5 1 2 3 4 5 3x4 3x5 6x8 2x3 7-4-6 7-4-6 -2-0-0 2-0-0 3-8-14 3-8-14 7-4-6 3-7-8 0-4-75-3-68.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.25 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 0.00 -0.05 (loc) 5-8 5-8 5 5-8 l/defl >999 >629 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing. REACTIONS. (size)2=0-8-0, 5=Mechanical Max Horz 2=570(LC 12) Max Uplift 2=-395(LC 12), 5=-339(LC 12) Max Grav 2=495(LC 17), 5=385(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/75, 4-5=-214/310 BOT CHORD 2-5=-569/540 WEBS 3-5=-653/688 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-2-10 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) except (jt=lb) 2=395, 5=339. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss N Truss Type MONOPITCH Qty 7 Ply 1 LOT #29 Job Reference (optional) T26115745 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-aUvG5A4am9YpzDLcIP?4V_Vd6ryBEmjmIhOlBxyE1xf Scale = 1:29.3 1 2 3 5 4 3x4 3x4 6x8 3x6 6x8 1-2-0 1-2-0 1-6-0 0-4-0 6-10-8 5-4-8 1-6-0 1-6-0 6-10-8 5-4-8 0-4-74-11-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.50 0.14 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-8-0 Max Horz 5=375(LC 12) Max Uplift 4=-318(LC 12), 5=-234(LC 12) Max Grav 4=299(LC 17), 5=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/170, 3-4=-321/439 BOT CHORD 1-5=-84/287, 4-5=-739/668 WEBS 2-5=-384/766, 2-4=-681/753 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-8-12 zone; cantilever 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) except (jt=lb) 4=318, 5=234. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss O Truss Type MONOPITCH Qty 2 Ply 1 LOT #29 Job Reference (optional) T26115746 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-aUvG5A4am9YpzDLcIP?4V_VcLrqDEowmIhOlBxyE1xf Scale = 1:21.0 1 2 3 5 4910 3x4 5x6 6x8 2x3 6x8 2-0-0 2-0-0 2-4-0 0-4-0 9-2-6 6-10-6 2-4-0 2-4-0 9-2-6 6-10-6 0-3-153-4-124.00 12 Plate Offsets (X,Y)-- [3:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.65 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.09 -0.01 (loc) 4-5 4-5 4 l/defl >262 >921 n/a L/d 240 240 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 3-4: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-8-0 Max Horz 5=252(LC 12) Max Uplift 4=-432(LC 12), 5=-716(LC 12) Max Grav 4=266(LC 1), 5=549(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-76/381, 3-4=-273/451 BOT CHORD 1-5=-368/105, 4-5=-844/244 WEBS 2-5=-638/755, 2-4=-205/650 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-10 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=432, 5=716. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss O1 Truss Type HALF HIP Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115747 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:53 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-2hTeJW5DXSggaMwps7WJ2B2o7EAOzFJvXL8IjOyE1xe Scale = 1:21.0 1 2 3 5 4 9 10 11 12 3x4 5x6 6x8 2x3 5x6 2-0-0 2-0-0 2-4-0 0-4-0 9-2-6 6-10-6 2-4-0 2-4-0 9-0-0 6-8-0 9-2-6 0-2-6 0-3-153-3-153-1-14.00 12 Plate Offsets (X,Y)-- [3:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.59 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.09 -0.01 (loc) 4-5 4-5 4 l/defl >286 >921 n/a L/d 240 240 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 3-4: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-13 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-8-0 Max Horz 5=252(LC 12) Max Uplift 4=-432(LC 12), 5=-716(LC 12) Max Grav 4=266(LC 1), 5=549(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-76/396, 3-4=-273/429 BOT CHORD 1-5=-382/105, 4-5=-794/244 WEBS 2-5=-638/723, 2-4=-205/615 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-10 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=432, 5=716. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss P Truss Type HALF HIP Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115748 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-Wt10Ws6rImoXCWV?Qq1YaPbxyeaQieD3m?trFqyE1xd Scale = 1:44.7 1 2 3 4 5 6 11 10 9 8 7 12 16 17 18 19 3x6 4x8 5x8 3x4 3x4 3x6 3x5 3x6 4x4 5x6 3x8 3x6 3x6 2-0-0 2-0-0 2-4-0 0-4-0 9-4-14 7-0-14 17-0-0 7-7-2 22-8-0 5-8-0 2-4-0 2-4-0 9-4-14 7-0-14 17-0-0 7-7-2 22-8-0 5-8-0 0-3-155-11-150-7-45-11-154.00 12 Plate Offsets (X,Y)-- [6:0-1-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.35 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 -0.02 0.10 (loc) 8-10 8-10 16 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-8-11 oc bracing: 8-10. WEBS 1 Row at midpt 2-10, 4-8, 6-8 REACTIONS. (size)11=0-8-0, 16=0-3-8 Max Horz 11=474(LC 12) Max Uplift 11=-943(LC 12), 16=-728(LC 12) Max Grav 11=1130(LC 1), 16=870(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-556/32, 2-4=-1552/1290, 4-5=-788/675, 5-6=-695/764 BOT CHORD 1-11=-37/495, 10-11=-370/401, 8-10=-1641/1535 WEBS 2-11=-1013/1395, 2-10=-1467/1295, 4-8=-901/934, 5-8=-229/472, 6-8=-1052/952, 6-16=-916/994 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 22-2-12 zone; cantilever left 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) Bearing at joint(s) 16 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) 11=943, 16=728. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss P1 Truss Type HALF HIP Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115749 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-_3bOkC6T34wOqg4B_YYn7c76V2xDR0vC_fdPnGyE1xc Scale = 1:40.4 1 2 3 4 5 10 9 8 7 6 11 15 16 17 18 3x4 4x8 5x8 3x4 3x6 5x12 4x4 3x4 3x8 3x6 3x6 2-0-0 2-0-0 2-4-0 0-4-0 9-4-14 7-0-14 15-0-0 5-7-2 22-8-0 7-8-0 2-4-0 2-4-0 9-4-14 7-0-14 15-0-0 5-7-2 22-8-0 7-8-0 0-3-155-3-150-7-45-3-154.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [2:0-2-12,0-1-12], [5:0-1-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.31 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.14 -0.02 0.09 (loc) 6-7 6-7 15 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-9-13 oc bracing: 7-9. WEBS 1 Row at midpt 2-9, 5-7 REACTIONS. (size)10=0-8-0, 15=0-3-8 Max Horz 10=418(LC 12) Max Uplift 10=-958(LC 12), 15=-759(LC 9) Max Grav 10=1130(LC 1), 15=870(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-495/70, 2-3=-1510/1318, 3-4=-983/944, 4-5=-915/989 BOT CHORD 1-10=-83/421, 9-10=-376/438, 7-9=-1590/1474 WEBS 2-10=-1017/1457, 2-9=-1405/1188, 3-7=-634/674, 4-7=-144/372, 5-7=-1094/1005, 5-15=-910/965 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 22-2-12 zone; cantilever left 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) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=958, 15=759. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss P2 Truss Type HALF HIP Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115750 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-TF8mxY75qN2FRqfOXF40fqgGqSFyATpLDJMyKiyE1xb Scale = 1:39.2 1 2 3 4 5 6 11 10 9 8 7 12 16 17 18 19 3x4 4x4 6x8 4x6 3x6 5x12 4x4 3x4 3x8 3x4 3x6 2-0-0 2-0-0 2-4-0 0-4-0 9-4-12 7-0-12 13-0-0 3-7-3 22-8-0 9-8-0 2-4-0 2-4-0 9-4-12 7-0-12 13-0-0 3-7-3 17-8-4 4-8-4 22-8-0 4-11-12 0-3-154-7-150-7-44-7-154.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [2:0-2-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.64 0.41 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.34 -0.02 0.08 (loc) 7-8 7-8 16 8-10 l/defl >999 >723 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. WEBS 1 Row at midpt 2-10 REACTIONS. (size)11=0-8-0, 16=0-3-8 Max Horz 11=363(LC 12) Max Uplift 11=-971(LC 12), 16=-809(LC 9) Max Grav 11=1130(LC 1), 16=870(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-476/80, 2-3=-1494/1368, 3-4=-1170/1162, 4-5=-1106/1154, 7-12=-769/764, 6-12=-769/764 BOT CHORD 1-11=-94/400, 10-11=-348/433, 8-10=-1566/1444, 7-8=-894/793 WEBS 2-11=-1010/1490, 2-10=-1415/1152, 3-8=-449/540, 5-8=-398/435, 5-7=-979/1142, 6-16=-903/936 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 22-2-12 zone; cantilever left 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) Bearing at joint(s) 16 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) 11=971, 16=809. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss P3 Truss Type HALF HIP Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115751 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-TF8mxY75qN2FRqfOXF40fqgKISFvAULLDJMyKiyE1xb Scale = 1:39.2 1 2 3 4 5 6 11 10 9 8 7 12 16 17 18 19 3x4 5x6 5x8 3x4 3x6 2x3 6x8 4x6 3x8 3x4 3x4 3x6 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 16-10-0 5-10-0 22-8-0 5-10-0 2-4-0 2-4-0 6-6-12 4-2-12 11-0-0 4-5-4 16-10-0 5-10-0 22-8-0 5-10-0 0-3-153-11-150-7-43-11-154.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [6:0-1-8,0-3-0], [11:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.41 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.22 -0.03 0.09 (loc) 9-11 9-11 16 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)11=0-8-0, 16=0-3-8 Max Horz 11=307(LC 12) Max Uplift 11=-982(LC 12), 16=-849(LC 9) Max Grav 11=1130(LC 1), 16=870(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-746/22, 2-3=-565/31, 3-4=-1342/1306, 4-5=-1285/1326, 5-6=-1089/1142 BOT CHORD 1-11=0/702, 9-11=-1555/1405, 8-9=-1142/1089 WEBS 2-11=-266/562, 3-11=-1437/1996, 5-9=-263/234, 5-8=-580/753, 6-8=-1271/1201, 6-16=-900/911 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 22-2-12 zone; cantilever left 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) Bearing at joint(s) 16 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) 11=982, 16=849. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss SDGEC Truss Type Roof Special Structural Gable Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115752 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-xSi98u8jbhA63_Ea5zbFC1DVYsekvtlVSz6Vs9yE1xa Scale = 1:48.8 1 2 3 4 5 6 7 12 11 10 9 8 21 3x6 6x8 3x4 4x4 5x6 5x12 6x8 4x5 5x8 3x5 2x3 2x3 2x3 2x3 2x3 2x3 1-8-0 1-8-0 6-9-0 5-1-0 11-10-0 5-1-0 13-6-0 1-8-0 -2-0-0 2-0-0 1-8-0 1-8-0 6-8-0 5-0-0 6-9-0 0-1-0 11-8-0 4-11-0 13-6-0 1-10-0 0-4-78-1-136-11-22-1-78.00 12 5.00 12 Plate Offsets (X,Y)-- [12:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.24 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.08 0.07 0.08 (loc) 11-12 11-12 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 113 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-14 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=724(LC 12) Max Uplift 2=-581(LC 12), 8=-577(LC 12) Max Grav 2=767(LC 17), 8=667(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1235/574, 3-5=-1460/1047, 5-6=-255/149 BOT CHORD 2-12=-1182/1520, 11-12=-1125/1515, 10-11=-1403/1576 WEBS 3-12=-558/608, 3-11=-367/243, 5-11=-995/1292, 5-10=-1703/1533, 6-10=-462/623, 6-8=-844/726 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-8-0, Exterior(2E) 11-8-0 to 13-4-4 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) 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) except (jt=lb) 2=581, 8=577. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss SGEA Truss Type Roof Special Structural Gable Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115753 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-tqqvZZ9z7IQqIIOyDNdjHSIpHfFPNnUovHbcx1yE1xY Scale = 1:56.5 1 2 3 4 5 10 9 8 7 6 46 47 48 49 50 51 6x8 3x4 4x5 4x6 3x4 3x6 3x4 3x8 3x4 5x8 4x4 8-9-8 8-9-8 17-6-5 8-8-13 26-9-10 9-3-5 4-6-8 4-6-8 8-9-8 4-3-0 13-4-0 4-6-8 19-9-9 6-5-9 26-9-10 7-0-1 6-2-139-3-20-3-66-2-138.00 12 Plate Offsets (X,Y)-- [4:0-0-10,0-1-8], [5:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.57 0.55 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.30 0.04 0.21 (loc) 7-9 7-43 6 7-43 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 258 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 1 Row at midpt 2-10, 4-9, 4-7 REACTIONS. (size)10=Mechanical, 6=0-3-0 Max Horz 10=-492(LC 12) Max Uplift 10=-972(LC 12), 6=-861(LC 12) Max Grav 10=1417(LC 18), 6=1446(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1473/1012, 3-4=-1933/1387, 4-5=-1952/1406, 5-6=-2018/1303 BOT CHORD 9-10=-247/1033, 7-9=-300/1118, 6-7=-898/1589 WEBS 2-10=-1532/1101, 2-9=-621/1023, 3-9=-1386/1068, 4-9=-564/961, 4-7=-672/1028, 5-7=-720/711 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-4-0, Exterior(2R) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-8-2 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) Provide adequate drainage to prevent water ponding. 6) All plates are 2x3 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, with BCDL = 10.0psf. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=972, 6=861. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77910 Truss SGEH Truss Type Hip Structural Gable Qty 1 Ply 1 LOT #29 Job Reference (optional) T26115754 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 30 09:04:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:lBvl_XtOGT?uJT8ToVCGllyFykS-tqqvZZ9z7IQqIIOyDNdjHSIo3fH5N_wovHbcx1yE1xY Scale: 3/8"=1' 1 2 3 4 5 7 6 22 23 24 4x6 4x6 4x4 4x4 7-0-0 7-0-0 9-0-0 2-0-0 15-11-8 6-11-8 16-0-0 0-0-8 -2-0-0 2-0-0 7-0-0 7-0-0 9-0-0 2-0-0 16-0-0 7-0-0 0-4-75-0-70-4-75-0-78.00 12 Plate Offsets (X,Y)-- [2:0-0-11,Edge], [5:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.44 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.28 0.01 (loc) 6-18 6-18 5 l/defl >900 >695 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. REACTIONS. (size)5=0-3-0, 2=0-8-0 Max Horz 2=329(LC 11) Max Uplift 5=-532(LC 12), 2=-809(LC 12) Max Grav 5=711(LC 1), 2=869(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-900/716, 3-4=-800/796, 4-5=-896/758 BOT CHORD 2-7=-402/674, 6-7=-402/675, 5-6=-399/667 WEBS 3-7=-95/267, 4-6=-91/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-0-0, Exterior(2E) 7-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 16-0-0 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) Provide adequate drainage to prevent water ponding. 6) All plates are 2x3 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) 5=532, 2=809. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. December 1,2021 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