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HomeMy WebLinkAboutDEFERRED SUBMITTAL-T22333596.770166904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77016 - 109 CHARLESTON OAK/ EVANS Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 69 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: Customer Info: HOMECRETE HOMES, INC Project Name: 109 CHARLESTON OAK Model: Subdivision: Address: 109 CHARLESTON OAK State: FLCity: ST LUCIE COUNTY Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: January 4,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T22333596 A Date 1/4/212T22333597A11/4/213T22333598ATA1/4/214T22333599D1/4/215T22333600D11/4/216T22333601D21/4/217T22333602D31/4/218T22333603D41/4/219T22333604D51/4/2110T22333605D61/4/2111T22333606D71/4/2112T22333607DGE11/4/2113T22333608E1/4/2114T22333609E11/4/21 No.Seal#Truss Name 15 T22333610 G Date 1/4/2116T22333611G11/4/2117T22333612G21/4/2118T22333613G31/4/2119T22333614G41/4/2120T22333615G51/4/2121T22333616G61/4/2122T22333617G71/4/2123T22333618GRA1/4/2124T22333619GRB1/4/2125T22333620GRC1/4/2126T22333621GRD1/4/2127T22333622GRG1/4/2128T22333623GRK1/4/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77016 - 109 CHARLESTON OAK/ EVANS 2 of 2 Site Information: Lot/Block: Customer Info: HOMECRETE HOMES, INC Project Name: 109 CHARLESTON OAK Model: Subdivision: Address: 109 CHARLESTON OAK State: FLCity: ST LUCIE COUNTY No.Seal#Truss Name 29 T22333624 GRL Date 1/4/2130T22333625GRM1/4/2131T22333626GRN1/4/2132T22333627J11/4/2133T22333628J31/4/2134T22333629J41/4/2135T22333630J51/4/2136T22333631J71/4/2137T22333632JA31/4/2138T22333633JA51/4/2139T22333634JA71/4/2140T22333635K1/4/2141T22333636K11/4/2142T22333637KJ41/4/2143T22333638KJ51/4/2144T22333639KJ71/4/2145T22333640L1/4/2146T22333641L11/4/2147T22333642L21/4/2148T22333643L31/4/2149T22333644L41/4/2150T22333645L51/4/2151T22333646L61/4/2152T22333647M1/4/2153T22333648M11/4/2154T22333649M21/4/2155T22333650M31/4/2156T22333651M41/4/2157T22333652M51/4/2158T22333653MV21/4/2159T22333654MV41/4/2160T22333655MV61/4/2161T22333656MV81/4/2162T22333657MV101/4/2163T22333658N1/4/2164T22333659N11/4/2165T22333660N21/4/2166T22333661N31/4/2167T22333662SGE1/4/2168T22333663V41/4/2169T22333664V81/4/21 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 77016 Truss A Truss Type Hip Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333596 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:05 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-MZsWDsBeCUopM0HuVZj7iOAh6UxhyGtQfAzRQGzykSC Scale = 1:44.9 1 2 3 4 5 6 7 8 11 10 9 18 19 20 21 22 23 4x5 4x8 3x5 3x6 3x8 2x3 3x4 2x3 3x5 9-0-0 9-0-0 14-4-0 5-4-0 23-4-0 9-0-0 -2-0-0 2-0-0 6-3-8 6-3-8 9-0-0 2-8-7 14-4-0 5-4-0 17-0-8 2-8-8 23-4-0 6-3-8 25-4-0 2-0-0 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-5-4,0-2-0], [7:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.46 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.32 0.04 0.07 (loc) 9-17 9-17 7 9-17 l/defl >999 >880 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 114 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 5-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-0 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=231(LC 11) Max Uplift 2=-726(LC 12), 7=-726(LC 12) Max Grav 2=1195(LC 1), 7=1195(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1758/1196, 3-4=-1484/1092, 4-5=-1283/1028, 5-6=-1484/1092, 6-7=-1758/1195 BOT CHORD 2-11=-847/1543, 9-11=-632/1282, 7-9=-897/1503 WEBS 3-11=-392/399, 4-11=-214/428, 5-9=-266/438, 6-9=-393/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 14-4-0, Exterior(2) 14-4-0 to 18-6-15, Interior(1) 18-6-15 to 25-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=726, 7=726. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss A1 Truss Type Hip Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333597 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:06 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-qlQuQCCGznxg_As53HEMEbjsuuKhhdRZtqi_yjzykSB Scale = 1:46.6 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 4x5 4x5 3x4 3x6 3x4 2x3 3x4 3x4 3x4 2x3 3x4 5-9-4 5-9-4 11-0-0 5-2-12 12-4-0 1-4-0 17-6-12 5-2-12 23-4-0 5-9-4 -2-0-0 2-0-0 5-9-4 5-9-4 11-0-0 5-2-12 12-4-0 1-4-0 17-6-12 5-2-12 23-4-0 5-9-4 25-4-0 2-0-0 0-4-35-10-30-4-35-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [7:0-0-4,Edge], [11:0-2-0,0-1-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.28 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.05 0.07 (loc) 9-10 9-10 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=273(LC 11) Max Uplift 2=-726(LC 12), 7=-726(LC 12) Max Grav 2=1195(LC 1), 7=1195(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1847/1139, 3-4=-1304/912, 4-5=-1091/890, 5-6=-1304/912, 6-7=-1847/1139 BOT CHORD 2-13=-815/1657, 12-13=-815/1657, 10-12=-429/1091, 9-10=-865/1585, 7-9=-865/1585 WEBS 3-12=-660/502, 4-12=-230/348, 5-10=-230/348, 6-10=-661/501 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-0-0, Exterior(2) 11-0-0 to 16-6-15, Interior(1) 16-6-15 to 25-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=726, 7=726. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss ATA Truss Type ATTIC Qty 6 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333598 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:08 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-m8XeruEXVPBODT0TBiGqK0o22hr19QIsL8B50bzykS9 Scale = 1:44.2 1 2 3 4 5 6 7 8 9 10 11 14 13 12 1520 21 4x6 4x4 5x8 MT18HS 2x3 3x4 2x3 2x3 3x4 2x3 3x5 3x5 3x4 4x4 7-0-04-6-128-0-4 8-0-4 15-3-12 7-3-8 23-4-0 8-0-4 -2-0-0 2-0-0 4-4-15 4-4-15 8-0-4 3-7-5 9-3-11 1-3-7 10-3-8 0-11-13 11-8-0 1-4-8 13-0-8 1-4-8 14-0-5 0-11-13 15-3-12 1-3-7 18-11-1 3-7-5 23-4-0 4-4-15 25-4-0 2-0-0 0-4-36-2-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-4], [10:0-2-0,0-0-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.99 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.57 0.06 0.24 (loc) 12-14 12-14 10 12-14 l/defl >907 >492 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 129 lb FT = 20% GRIP 244/190 244/190 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. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=286(LC 11) Max Uplift 2=-583(LC 12), 10=-583(LC 12) Max Grav 2=1528(LC 18), 10=1528(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2692/798, 3-4=-2293/605, 4-5=-1880/575, 5-6=-210/708, 6-7=-211/707, 7-8=-1880/575, 8-9=-2296/604, 9-10=-2689/799 BOT CHORD 2-14=-523/2604, 12-14=-223/2014, 10-12=-590/2403 WEBS 8-12=-99/711, 9-12=-674/420, 4-14=-99/710, 3-14=-674/420, 5-15=-2728/903, 7-15=-2728/903 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-10-8, Interior(1) 0-10-8 to 11-8-0, Exterior(2) 11-8-0 to 14-8-0, Interior(1) 14-8-0 to 25-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 200.0lb AC unit load placed on the top chord, 11-8-0 from left end, supported at two points, 4-0-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-15, 7-15 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=583, 10=583. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss D Truss Type Flat Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333599 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:11 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-BjDnTwGPnKZy4xk2sqqXxfQcYv0OMqgJ16QldwzykS6 Scale = 1:49.4 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 3x6 4x5 3x6 4x5 3x6 3x6 4x5 3x4 3x8 2x3 3x4 4x5 7-4-0 7-4-0 14-6-4 7-2-4 21-8-8 7-2-4 29-0-8 7-4-0 7-4-0 7-4-0 14-6-4 7-2-4 21-8-8 7-2-4 29-0-8 7-4-0 4-10-3Plate Offsets (X,Y)-- [9:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.38 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.21 0.03 0.14 (loc) 10 10-11 7 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 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 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. WEBS 1 Row at midpt 1-11, 6-8 REACTIONS. (size)12=Mechanical, 7=Mechanical Max Uplift 12=-677(LC 12), 7=-677(LC 12) Max Grav 12=1294(LC 1), 7=1294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1228/855, 1-2=-1627/1022, 2-4=-2114/1318, 4-5=-2114/1318, 5-6=-1627/1022, 6-7=-1228/855 BOT CHORD 10-11=-1022/1627, 8-10=-1022/1627 WEBS 1-11=-1184/1888, 2-11=-859/686, 2-10=-361/577, 4-10=-479/420, 5-10=-361/577, 5-8=-859/686, 6-8=-1184/1888 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 28-10-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 12=677, 7=677. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss D1 Truss Type Flat Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333600 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:14 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-bIvv5xII4FxXxOTdXyNEZH2AC62VZDnlj3ePEFzykS3 Scale = 1:49.4 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 3x6 3x6 3x6 3x6 3x6 3x6 4x4 3x4 3x8 2x3 3x4 4x4 7-4-0 7-4-0 14-6-4 7-2-4 21-8-8 7-2-4 29-0-8 7-4-0 7-4-0 7-4-0 14-6-4 7-2-4 21-8-8 7-2-4 29-0-8 7-4-0 5-10-3Plate Offsets (X,Y)-- [9:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.35 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 0.03 0.11 (loc) 10 8-10 7 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 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 5-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-6 oc bracing. WEBS 1 Row at midpt 1-12, 6-7, 1-11, 6-8 REACTIONS. (size)12=Mechanical, 7=Mechanical Max Uplift 12=-677(LC 12), 7=-677(LC 12) Max Grav 12=1302(LC 17), 7=1302(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1229/855, 1-2=-1335/839, 2-4=-1734/1081, 4-5=-1734/1081, 5-6=-1335/839, 6-7=-1229/855 BOT CHORD 10-11=-839/1335, 8-10=-839/1335 WEBS 1-11=-1040/1658, 2-11=-861/688, 2-10=-315/504, 4-10=-478/419, 5-10=-315/504, 5-8=-861/688, 6-8=-1040/1658 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 28-10-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=677, 7=677. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss D2 Truss Type Roof Special Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333601 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:17 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-0ta2kzLANAJ6osCCC5xxBwgj_K1emXmBP1t3razykS0 Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 17 18 19 20 21 22 23 6x8 3x6 4x8 3x6 2x3 5-4-12 5-4-12 10-7-12 5-3-0 16-0-8 5-4-12 22-3-4 6-2-12 29-0-8 6-9-4 5-4-12 5-4-12 10-7-12 5-3-0 16-0-8 5-4-12 22-3-4 6-2-12 29-0-8 6-9-4 6-10-30-4-36-10-36.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.45 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 0.06 0.12 (loc) 8-16 8-16 7 8-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 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 4-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-1 oc bracing. WEBS 1 Row at midpt 2-13, 4-12, 5-11 REACTIONS. (size)13=Mechanical, 7=Mechanical Max Horz 13=-401(LC 12) Max Uplift 13=-726(LC 12), 7=-635(LC 12) Max Grav 13=1362(LC 18), 7=1378(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-946/614, 4-5=-1456/956, 5-6=-1816/1064, 6-7=-2531/1366 BOT CHORD 12-13=-164/955, 11-12=-501/1371, 9-11=-608/1465, 8-9=-1110/2176, 7-8=-1110/2176 WEBS 2-13=-1498/972, 2-12=-387/818, 4-12=-816/547, 4-11=-103/310, 5-9=-230/550, 6-9=-821/581, 6-8=-3/287 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-0-8, Exterior(2) 16-0-8 to 19-0-8, Interior(1) 19-0-8 to 29-0-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=726, 7=635. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss D3 Truss Type Roof Special Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333602 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:19 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-yFio9fMQvnZq2AMaKWzPGLm1d7i?EUBUtLMAvSzykS_ Scale = 1:51.5 1 2 3 4 5 10 9 8 7 6 14 15 16 17 18 19 20 21 3x6 3x5 4x8 5x8 3x6 4x8 2x3 3x4 2x3 3x5 7-0-4 7-0-4 14-0-8 7-0-4 21-2-8 7-2-0 29-0-8 7-10-0 7-0-4 7-0-4 14-0-8 7-0-4 21-2-8 7-2-0 29-0-8 7-10-0 7-10-30-4-37-10-36.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [4:0-4-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.52 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.25 0.05 0.18 (loc) 6-13 6-13 5 6-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 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 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing. WEBS 1 Row at midpt 1-10, 1-9, 3-9, 4-7 REACTIONS. (size)10=Mechanical, 5=Mechanical Max Horz 10=-462(LC 12) Max Uplift 10=-741(LC 12), 5=-620(LC 12) Max Grav 10=1404(LC 18), 5=1375(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1274/942, 1-2=-1014/680, 2-3=-1014/680, 3-4=-1623/919, 4-5=-2448/1261 BOT CHORD 9-10=-224/511, 7-9=-425/1270, 6-7=-997/2083, 5-6=-996/2086 WEBS 1-9=-997/1486, 2-9=-561/506, 3-9=-551/388, 3-7=-269/662, 4-7=-948/662, 4-6=-6/335 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-0-8, Exterior(2) 14-0-8 to 17-0-8, Interior(1) 17-0-8 to 29-0-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=741, 5=620. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss D4 Truss Type Roof Special Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333603 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:21 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-ueqZZKOhROqYHTVzRw?tLmrNHxOXiP?nKfrHzLzykRy Scale = 1:54.9 1 2 3 4 5 6 7 12 11 10 9 8 16 17 18 19 20 21 22 23 24 3x6 3x5 4x8 3x6 3x6 4x8 2x3 3x4 3x4 3x4 2x3 3x5 6-0-4 6-0-4 12-0-8 6-0-4 20-3-4 8-2-12 29-0-8 8-9-4 6-0-4 6-0-4 12-0-8 6-0-4 17-6-5 5-5-13 23-0-3 5-5-13 29-0-8 6-0-5 8-10-30-4-38-10-36.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.57 0.52 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 0.05 0.13 (loc) 8-10 8-10 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 4-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. WEBS 1 Row at midpt 1-12, 1-11, 2-11, 3-11, 4-10 REACTIONS. (size)12=Mechanical, 7=Mechanical Max Horz 12=-524(LC 12) Max Uplift 12=-758(LC 12), 7=-603(LC 12) Max Grav 12=1456(LC 18), 7=1420(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1338/957, 1-2=-826/542, 2-3=-826/542, 3-4=-1440/792, 4-6=-2352/1161, 6-7=-2615/1261 BOT CHORD 11-12=-260/578, 10-11=-231/1109, 8-10=-638/1690, 7-8=-1013/2277 WEBS 1-11=-947/1444, 2-11=-481/437, 3-11=-735/473, 3-10=-380/858, 4-10=-854/594, 4-8=-298/641, 6-8=-454/415 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-0-8, Exterior(2) 12-0-8 to 15-0-8, Interior(1) 15-0-8 to 29-0-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=758, 7=603. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss D5 Truss Type Common Qty 2 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333604 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:23 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-q1xJ_0Pxy04GWnfMZL2LRBwhFk2oAGi4nzKO1DzykRw Scale = 1:57.7 1 2 3 4 5 6 7 11 10 9 8 15 16 17 18 19 20 21 22 3x4 4x4 3x6 3x6 3x8 3x4 3x4 3x4 2x3 6x8 4x4 10-4-8 10-4-8 19-1-3 8-8-11 29-0-8 9-11-5 5-4-0 5-4-0 10-4-8 5-0-8 16-5-0 6-0-8 22-5-8 6-0-8 29-0-8 6-7-0 4-5-159-8-30-4-36.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.59 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.58 0.05 0.16 (loc) 10-11 10-11 7 8-14 l/defl >999 >595 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 165 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 4-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. WEBS 1 Row at midpt 4-10, 2-11 REACTIONS. (size)11=Mechanical, 7=Mechanical Max Horz 11=314(LC 11) Max Uplift 11=-700(LC 12), 7=-661(LC 12) Max Grav 11=1326(LC 19), 7=1365(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1202/880, 3-4=-1177/855, 4-6=-2116/1250, 6-7=-2438/1386 BOT CHORD 10-11=-235/998, 8-10=-665/1491, 7-8=-1097/2117 WEBS 2-10=-39/409, 3-10=-424/673, 4-10=-931/648, 4-8=-308/660, 6-8=-519/459, 2-11=-1314/821 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-4-8, Exterior(2) 10-4-8 to 13-4-8, Interior(1) 13-4-8 to 29-0-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=700, 7=661. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss D6 Truss Type Common Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333605 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:24 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-IDVhCMQZjJC68xEY73ZazOTs?8O1viyD0d3xZgzykRv Scale = 1:57.7 1 2 3 4 5 6 7 11 10 9 8 15 16 17 18 19 20 21 22 3x4 4x4 3x6 3x6 3x8 3x4 3x4 3x4 2x3 6x8 4x4 10-4-8 10-4-8 19-1-3 8-8-11 29-0-8 9-11-5 5-4-0 5-4-0 10-4-8 5-0-8 16-5-0 6-0-8 22-5-8 6-0-8 29-0-8 6-7-0 4-5-159-8-30-4-36.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.59 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.58 0.05 0.16 (loc) 10-11 10-11 7 8-14 l/defl >999 >595 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 165 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 4-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. WEBS 1 Row at midpt 4-10, 2-11 REACTIONS. (size)11=Mechanical, 7=0-8-0 Max Horz 11=314(LC 11) Max Uplift 11=-700(LC 12), 7=-661(LC 12) Max Grav 11=1326(LC 19), 7=1365(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1202/880, 3-4=-1177/855, 4-6=-2116/1250, 6-7=-2438/1386 BOT CHORD 10-11=-235/998, 8-10=-665/1491, 7-8=-1097/2117 WEBS 2-10=-39/409, 3-10=-424/673, 4-10=-931/648, 4-8=-308/660, 6-8=-519/459, 2-11=-1314/821 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-4-8, Exterior(2) 10-4-8 to 13-4-8, Interior(1) 13-4-8 to 29-0-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=700, 7=661. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss D7 Truss Type Common Qty 3 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333606 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:26 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-FcdSd2SpFxSqNEOxEUb22pYCWy4WNcXWUxY2eYzykRt Scale = 1:58.9 1 2 3 4 5 6 7 8 12 11 10 9 16 17 18 19 20 21 22 23 3x4 4x4 3x6 3x6 3x8 3x4 3x4 3x4 2x3 6x8 3x5 10-4-8 10-4-8 19-1-3 8-8-11 29-0-8 9-11-5 5-4-0 5-4-0 10-4-8 5-0-8 16-5-0 6-0-8 22-5-8 6-0-8 29-0-8 6-7-0 31-0-8 2-0-0 4-5-159-8-30-4-36.00 12 Plate Offsets (X,Y)-- [7:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.59 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.58 0.05 0.09 (loc) 11-12 11-12 7 9 l/defl >999 >597 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 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 4-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. WEBS 1 Row at midpt 4-11, 2-12 REACTIONS. (size)12=Mechanical, 7=0-8-0 Max Horz 12=-357(LC 12) Max Uplift 12=-692(LC 12), 7=-846(LC 12) Max Grav 12=1322(LC 19), 7=1510(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1196/875, 3-4=-1172/837, 4-6=-2087/1190, 6-7=-2418/1308 BOT CHORD 11-12=-178/1022, 9-11=-600/1477, 7-9=-999/2069 WEBS 2-11=-37/406, 3-11=-421/670, 4-11=-918/638, 4-9=-256/634, 6-9=-498/410, 2-12=-1308/817 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-4-8, Exterior(2) 10-4-8 to 13-4-8, Interior(1) 13-4-8 to 31-1-5 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=692, 7=846. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss DGE1 Truss Type GABLE Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333607 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:27 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-joBqqOSR0Eah?Oz7oB6Hb15QNMZa6D9fibIbA?zykRs Scale = 1:24.4 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x5 7x8 3x4 4x4 7x8 3x4 3x5 2x3 2x3 2x3 2x3 2x3 9-0-0 9-0-0 -2-0-0 2-0-0 1-9-7 1-9-7 1-11-1 0-1-9 4-6-0 2-6-15 7-0-15 2-6-15 7-2-9 0-1-9 9-0-0 1-9-7 11-0-0 2-0-0 0-4-32-3-40-4-36.00 12 Plate Offsets (X,Y)-- [2:0-0-13,Edge], [2:0-2-8,Edge], [8:0-0-13,Edge], [8:0-2-8,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.03 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-0-0. (lb) - Max Horz 2=123(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 2=-345(LC 12), 8=-345(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 10 except 2=311(LC 1), 8=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-77/268 WEBS 4-12=-211/367, 6-10=-208/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -2-0-13 to 0-11-3, Exterior(2) 0-11-3 to 4-6-0, Corner(3) 4-6-0 to 7-6-0, Exterior(2) 7-6-0 to 11-0-13 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except (jt=lb) 2=345, 8=345. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss E Truss Type COMMON Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333608 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:29 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-fBJaF3UiYsqPFi6Vvc8lgSAo59Bfa8pyAvniFtzykRq Scale = 1:24.4 1 2 3 4 56 2x3 4x4 3x4 4x8 3x4 4x8 0-10-4 0-10-4 4-6-0 3-7-12 8-1-12 3-7-12 9-0-0 0-10-4 -2-0-0 2-0-0 4-6-0 4-6-0 9-0-0 4-6-0 11-0-0 2-0-0 0-4-32-7-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2], [2:0-0-8,0-11-13], [4:0-1-4,0-0-2], [4:0-0-8,0-11-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.24 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.02 (loc) 12 12 4 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 WEDGE Left: 2x6 SP No.2 , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-3-8 Max Horz 2=137(LC 11) Max Uplift 2=-588(LC 12), 4=-588(LC 12) Max Grav 2=550(LC 1), 4=550(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-218/455, 3-4=-219/456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-10-4, Interior(1) 0-10-4 to 4-6-0, Exterior(2) 4-6-0 to 7-6-8, Interior(1) 7-6-8 to 11-0-13 zone; cantilever left and right 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=588, 4=588.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss E1 Truss Type COMMON Qty 2 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333609 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:30 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-7NsySPVKJ9yGsshiTJg_DfjyrZXtJa86OZWFnKzykRp Scale = 1:20.0 1 2 3 4 6 5 3x6 4x4 4x4 3x4 3x4 4x8 0-10-4 0-10-4 4-6-0 3-7-12 7-8-0 3-2-0 -2-0-0 2-0-0 4-6-0 4-6-0 7-8-0 3-2-0 0-4-32-7-31-0-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2], [2:0-0-4,0-11-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.25 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.02 (loc) 7 7 5 7 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 WEDGE Left: 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)5=0-8-0, 2=0-3-8 Max Horz 2=143(LC 12) Max Uplift 5=-245(LC 12), 2=-619(LC 12) Max Grav 5=254(LC 1), 2=567(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-242/599, 3-4=-232/581, 4-5=-244/526 BOT CHORD 2-6=-430/162 WEBS 4-6=-444/167 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-10-4, Interior(1) 0-10-4 to 4-6-0, Exterior(2) 4-6-0 to 7-6-4 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=245, 2=619. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss G Truss Type HIP Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333610 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:31 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-bZQLglWy4T47U0Gu11BDltF44zpb2sQFdDGpJmzykRo Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 25 26 27 28 29 30 3x6 5x8 5x8 3x6 3x6 3x6 3x6 3x5 3x5 3x8 3x4 3x4 3x4 3x4 3x6 3x5 8-4-0 8-4-0 15-0-0 6-8-0 20-8-0 5-8-0 26-4-0 5-8-0 33-6-12 7-2-12 41-4-0 7-9-4 -2-0-0 2-0-0 7-9-4 7-9-4 8-4-0 0-6-12 15-0-0 6-8-0 20-8-0 5-8-0 26-4-0 5-8-0 33-6-12 7-2-12 41-4-0 7-9-4 43-4-0 2-0-0 0-4-37-10-30-4-37-10-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-6-0,0-2-8], [7:0-5-8,0-2-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.47 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.22 0.05 (loc) 18-21 18-21 10 l/defl >286 >463 n/a L/d 240 240 n/a PLATES MT20 Weight: 229 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 4-1-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-15, 8-14 REACTIONS. (size)2=0-8-0, 18=0-8-0, 10=0-8-0 Max Horz 2=-399(LC 10) Max Uplift 2=-502(LC 12), 18=-1228(LC 12), 10=-940(LC 12) Max Grav 2=371(LC 21), 18=2116(LC 1), 10=1671(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-71/566, 4-5=-1133/891, 5-6=-1456/1252, 6-7=-1456/1252, 7-8=-1900/1346, 8-10=-2728/1714 BOT CHORD 2-18=-513/301, 16-18=-513/301, 15-16=-252/1004, 14-15=-732/1513, 12-14=-1351/2320, 10-12=-1351/2320 WEBS 4-18=-1992/1296, 4-16=-659/1477, 5-16=-625/464, 5-15=-651/951, 6-15=-445/408, 7-15=-307/150, 7-14=-285/636, 8-14=-957/707, 8-12=0/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 2-0-13, Interior(1) 2-0-13 to 15-0-0, Exterior(2) 15-0-0 to 20-8-0, Interior(1) 20-8-0 to 26-4-0, Exterior(2) 26-4-0 to 32-2-2, Interior(1) 32-2-2 to 43-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=502, 18=1228, 10=940. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss G1 Truss Type ROOF SPECIAL Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333611 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:32 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-4m_jt5WarnC_69r4bkiSI4oE3N8znHFOst?MsCzykRn Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 31 32 33 34 35 3x6 5x6 3x6 5x6 5x8 3x6 3x6 5x8 4x6 6x8 4x6 3x6 4x4 3x4 3x8 3x4 3x4 5x8 3x4 3x4 3x4 3x5 8-4-0 8-4-0 13-0-8 4-8-8 14-5-8 1-5-0 17-0-0 2-6-8 20-4-0 3-4-0 21-1-8 0-9-8 22-8-8 1-7-0 24-1-8 1-5-0 32-5-8 8-4-0 41-4-0 8-10-8 -2-0-0 2-0-0 6-9-8 6-9-8 8-4-0 1-6-8 13-0-8 4-8-8 14-5-8 1-5-0 17-0-0 2-6-8 20-4-0 3-4-0 21-1-8 0-9-8 22-8-8 1-7-0 25-1-8 2-5-0 30-4-3 5-2-11 35-6-13 5-2-11 41-4-0 5-9-3 43-4-0 2-0-0 0-4-38-5-78-10-30-4-31-0-08-10-36.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [6:0-3-0,0-2-0], [7:0-4-0,0-2-8], [10:0-6-0,0-2-8], [14:0-0-4,0-0-0], [18:0-6-4,0-2-4], [23:0-6-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.59 0.53 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.34 0.11 (loc) 24-27 17-18 14 l/defl >284 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 263 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 4-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-21, 10-18, 11-18 REACTIONS. (size)2=0-8-0, 24=0-8-0, 14=0-8-0 Max Horz 2=446(LC 11) Max Uplift 2=-411(LC 12), 24=-1342(LC 12), 14=-917(LC 12) Max Grav 2=61(LC 21), 24=2544(LC 1), 14=1599(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-358/1412, 3-5=-545/576, 5-6=-1000/925, 6-7=-863/914, 7-8=-845/888, 8-9=-1303/1140, 9-10=-1307/1141, 10-11=-1460/1144, 11-13=-2348/1475, 13-14=-2649/1585 BOT CHORD 2-24=-994/548, 23-24=-994/548, 22-23=-30/360, 21-22=-18/383, 20-21=-511/1238, 19-20=-514/1245, 18-19=-570/1315, 17-18=-932/1744, 14-17=-1257/2277 WEBS 3-24=-2426/1368, 3-23=-756/1749, 5-23=-1169/636, 5-21=-351/865, 6-21=-206/295, 8-21=-971/612, 8-20=-179/398, 10-19=-113/395, 11-18=-869/590, 11-17=-187/573, 13-17=-438/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 2-0-13, Interior(1) 2-0-13 to 17-0-0, Exterior(2) 17-0-0 to 21-1-8, Interior(1) 21-1-8 to 25-1-8, Exterior(2) 25-1-8 to 29-3-2, Interior(1) 29-3-2 to 43-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=411, 24=1342, 14=917. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss G2 Truss Type ROOF SPECIAL Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333612 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:34 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-086TInYqNOSiLT?Ti9kwNVtbvAnRFAOhJBUTw5zykRl Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 17 16 18 15 14 31 32 33 34 35 3x6 5x6 5x6 5x8 4x6 3x5 5x8 5x6 3x4 5x6 5x6 3x5 3x6 4x4 4x4 3x4 3x8 3x4 3x4 3x4 3x4 3x4 8-4-0 8-4-0 11-0-8 2-8-8 12-5-8 1-5-0 18-8-0 6-2-8 23-1-8 4-5-8 24-8-8 1-7-0 26-1-8 1-5-0 27-1-8 1-0-0 33-6-0 6-4-8 41-4-0 7-10-0 -2-0-0 2-0-0 5-9-8 5-9-8 8-4-0 2-6-8 11-0-8 2-8-8 12-5-8 1-5-0 18-8-0 6-2-8 23-1-8 4-5-8 24-8-8 1-7-0 26-1-8 1-5-0 27-1-8 1-0-0 33-6-0 6-4-8 41-4-0 7-10-0 43-4-0 2-0-0 0-4-37-5-79-8-30-4-31-0-07-5-76.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [9:0-6-0,0-2-8], [11:0-3-0,Edge], [18:0-4-4,0-2-4], [23:0-6-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.57 0.72 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.26 0.10 (loc) 24-27 19 12 l/defl >319 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 257 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 4-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-21 REACTIONS. (size)2=0-8-0, 12=0-8-0, 24=0-8-0 Max Horz 2=484(LC 11) Max Uplift 2=-392(LC 12), 12=-912(LC 12), 24=-1366(LC 12) Max Grav 2=241(LC 21), 12=1557(LC 18), 24=2406(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-338/1040, 3-4=-215/315, 4-6=-451/442, 6-7=-1176/972, 7-8=-1136/962, 8-9=-1653/1313, 9-10=-1740/1258, 10-12=-2463/1550 BOT CHORD 2-24=-922/574, 23-24=-922/574, 22-23=-299/332, 21-22=-75/653, 20-21=-749/1649, 19-20=-680/1461, 18-19=-703/1505, 15-18=-648/1393, 14-15=-1198/2101, 12-14=-1198/2101 WEBS 3-24=-2159/1249, 3-23=-545/1405, 4-23=-1249/492, 4-22=-726/1369, 6-22=-1187/837, 6-21=-317/733, 7-21=-500/628, 8-21=-1230/947, 8-20=-76/269, 9-20=-177/421, 15-16=-227/486, 10-15=-890/613, 10-14=0/315, 17-18=-719/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 2-0-13, Interior(1) 2-0-13 to 18-8-0, Exterior(2) 18-8-0 to 22-9-10, Interior(1) 22-9-10 to 27-1-8, Exterior(2) 27-1-8 to 31-3-2, Interior(1) 31-3-2 to 43-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=392, 12=912, 24=1366. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss G3 Truss Type ROOF SPECIAL Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333613 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:37 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-QjocwpajfJrGCxk2NHId?8V8KOtTSbE7?9j7XQzykRi Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 29 30 31 32 33 34 3x6 5x6 5x6 5x8 3x6 3x6 5x8 MT18HS 5x6 5x6 6x8 3x5 6x8 3x4 4x4 3x4 3x8 4x6 3x4 3x4 3x4 8-4-0 8-4-0 10-8-0 2-4-0 11-8-0 1-0-0 18-8-0 7-0-0 25-6-0 6-10-0 26-6-0 1-0-0 29-1-8 2-7-8 34-11-8 5-10-0 41-4-0 6-4-8 -2-0-0 2-0-0 5-7-4 5-7-4 8-4-0 2-8-12 10-8-0 2-4-0 11-8-0 1-0-0 18-8-0 7-0-0 25-1-8 6-5-8 26-6-0 1-4-8 29-1-8 2-7-8 34-11-8 5-10-0 41-4-0 6-4-8 43-4-0 2-0-0 0-4-36-5-79-8-30-4-31-0-06-5-76.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [10:0-6-0,0-2-8], [17:0-4-12,0-1-8], [21:0-1-8,0-3-8], [22:0-3-8,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.44 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.31 0.08 (loc) 22-25 18-19 13 l/defl >512 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 255 lb FT = 20% GRIP 244/190 244/190 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 4-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-19, 9-17 REACTIONS. (size)2=0-8-0, 13=0-8-0, 22=0-8-0 Max Horz 2=484(LC 11) Max Uplift 2=-500(LC 12), 13=-940(LC 12), 22=-1230(LC 12) Max Grav 2=355(LC 21), 13=1626(LC 18), 22=2154(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-212/477, 3-4=-160/664, 4-6=-837/549, 6-7=-1388/1044, 7-8=-1340/1005, 8-9=-2192/1600, 9-10=-1850/1411, 10-11=-2057/1416, 11-13=-2709/1685 BOT CHORD 2-22=-284/171, 21-22=-443/450, 20-21=-425/497, 19-20=-77/784, 18-19=-1114/2172, 17-18=-1233/2494, 16-17=-880/1733, 15-16=-1344/2320, 13-15=-1344/2320 WEBS 3-22=-342/436, 4-22=-1667/784, 4-20=-676/1449, 6-20=-1057/738, 6-19=-272/645, 7-19=-461/717, 8-19=-1439/1076, 9-18=-992/1866, 9-17=-1834/888, 10-16=-201/415, 11-16=-753/532, 11-15=0/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 2-0-13, Interior(1) 2-0-13 to 18-8-0, Exterior(2) 18-8-0 to 22-9-10, Interior(1) 22-9-10 to 29-1-8, Exterior(2) 29-1-8 to 33-3-2, Interior(1) 33-3-2 to 43-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=500, 13=940, 22=1230. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss G4 Truss Type ROOF SPECIAL Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333614 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:38 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-uvL_88bLQdz7q4JEx?psXL2IjnCNB42HEoSh3szykRh Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 27 28 29 30 31 3x6 5x6 5x12 5x8 3x5 5x8 MT18HS 5x6 5x6 3x5 6x8 3x4 4x4 3x4 3x8 3x5 6x8 3x4 3x4 3x4 8-4-0 8-4-0 10-8-0 2-4-0 11-8-0 1-0-0 18-8-0 7-0-0 25-6-0 6-10-0 26-6-0 1-0-0 27-1-8 0-7-8 31-1-8 4-0-0 35-11-8 4-10-0 41-4-0 5-4-8 5-7-4 5-7-4 8-4-0 2-8-12 10-8-0 2-4-0 11-8-0 1-0-0 18-8-0 7-0-0 25-6-0 6-10-0 27-1-8 1-7-8 31-1-8 4-0-0 35-11-8 4-10-0 41-4-0 5-4-8 43-4-0 2-0-0 0-4-35-5-79-8-30-4-31-0-05-5-76.00 12 12.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-4], [9:0-6-0,0-2-8], [15:0-4-12,0-1-8], [19:0-7-8,0-0-12], [20:0-3-8,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.46 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.31 0.07 (loc) 20-23 16-17 11 l/defl >430 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 245 lb FT = 20% GRIP 244/190 244/190 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 4-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 8-15 REACTIONS. (size)1=0-8-0, 11=0-8-0, 20=0-8-0 Max Horz 1=-470(LC 10) Max Uplift 1=-283(LC 12), 11=-936(LC 12), 20=-1273(LC 12) Max Grav 1=188(LC 21), 11=1621(LC 18), 20=2177(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-210/462, 2-3=-171/661, 3-5=-836/503, 5-6=-1391/1015, 6-7=-1349/997, 7-8=-2530/1721, 8-9=-2209/1577, 9-10=-2236/1500, 10-11=-2743/1715 BOT CHORD 1-20=-277/126, 19-20=-449/482, 18-19=-435/539, 17-18=-59/777, 16-17=-1139/2255, 15-16=-1394/2679, 14-15=-1004/1905, 13-14=-1385/2362, 11-13=-1385/2362 WEBS 2-20=-376/521, 3-20=-1643/720, 3-18=-672/1443, 5-18=-1065/749, 5-17=-283/644, 6-17=-455/740, 7-17=-1538/1119, 7-16=-562/986, 8-15=-2117/1135, 9-15=-296/400, 9-14=-180/388, 10-14=-587/440, 8-16=-409/1006 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-1-10, Interior(1) 4-1-10 to 18-8-0, Exterior(2) 18-8-0 to 22-9-10, Interior(1) 22-9-10 to 31-1-8, Exterior(2) 31-1-8 to 35-3-2, Interior(1) 35-3-2 to 43-4-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=283, 11=936, 20=1273. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss G5 Truss Type Roof Special Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333615 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:40 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-rITkZqdbyEDr3OSd3QrKdm7fWbvYfz1ai6xn8kzykRf Scale = 1:66.4 1 2 3 4 5 6 7 19 18 17 16 15 14 13 12 11 10 9 8 20 21 22 23 24 25 4x6 4x4 4x8 3x6 4x6 5x6 5x6 3x6 3x4 3x4 5x8 3x6 3x4 3x4 3x8 2x3 3x5 4x5 3x8 2-8-0 2-8-0 3-8-0 1-0-0 10-8-0 7-0-0 17-6-0 6-10-0 18-6-0 1-0-0 21-1-8 2-7-8 24-4-0 3-2-8 25-1-8 0-9-8 28-8-0 3-6-8 29-3-4 0-7-4 2-8-0 2-8-0 3-8-0 1-0-0 10-8-0 7-0-0 17-6-0 6-10-0 18-6-0 1-0-0 21-1-8 2-7-8 24-4-0 3-2-8 25-1-8 0-9-8 29-3-4 4-1-12 4-4-34-5-79-8-31-4-91-0-04-5-76.00 12 12.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-2-0], [11:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.42 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.20 0.07 0.12 (loc) 15-16 15-16 8 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 10-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-3-12 oc bracing: 15-16 7-10-7 oc bracing: 9-10. WEBS 1 Row at midpt 4-16 REACTIONS. (size)19=0-8-0, 8=0-7-4 Max Horz 19=272(LC 11) Max Uplift 19=-696(LC 12), 8=-669(LC 12) Max Grav 19=1304(LC 1), 8=1304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-998/652, 2-3=-1316/935, 3-4=-1313/929, 4-5=-2662/1805, 5-6=-2246/1489, 6-7=-1700/1087, 1-19=-1275/834, 7-8=-1255/864 BOT CHORD 18-19=-254/258, 17-18=-214/262, 16-17=-408/1038, 15-16=-1018/1859, 10-11=-759/1282, 9-10=-866/1452 WEBS 1-17=-684/1168, 2-17=-674/522, 2-16=-74/353, 3-16=-397/652, 4-16=-1049/766, 11-15=-914/1689, 5-11=-1373/979, 7-9=-826/1427, 4-11=-620/803, 6-11=-597/1044 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0, Interior(1) 13-8-0 to 25-1-8, Exterior(2) 25-1-8 to 28-1-8, Interior(1) 28-1-8 to 29-1-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=696, 8=669. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss G6 Truss Type Roof Special Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333616 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:42 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-nhbV_WesUrTZIic?ArtoiBDyUPaH7pHt9QQuCdzykRd Scale = 1:60.2 1 2 3 4 5 6 7 19 18 17 16 15 14 13 12 11 10 9 8 20 21 22 23 4x5 5x6 3x6 3x6 4x10 5x6 5x6 6x12 5x10 3x4 3x8 3x4 4x12 2x3 3x8 3x4 2-4-8 2-4-8 2-9-5 0-4-13 3-7-8 0-10-2 10-4-8 6-9-0 16-11-8 6-7-0 17-9-11 0-10-2 18-2-8 0-4-13 22-10-0 4-7-8 24-0-8 1-2-8 28-4-8 4-4-0 28-11-12 0-7-4 2-4-8 2-4-8 2-9-5 0-4-13 3-7-8 0-10-2 10-4-8 6-9-0 16-11-8 6-7-0 17-9-11 0-10-2 18-2-8 0-4-13 22-10-0 4-7-8 24-0-8 1-2-8 28-11-12 4-11-4 4-5-153-5-79-8-32-5-71-0-03-5-76.00 12 12.00 12 8.49 12 Plate Offsets (X,Y)-- [9:0-4-8,0-2-8], [13:0-8-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.40 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.28 0.08 0.20 (loc) 10 10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 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* 7-9: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-3-12 oc bracing: 14-15 6-9-5 oc bracing: 13-14 6-9-15 oc bracing: 12-13. WEBS 1 Row at midpt 4-15 REACTIONS. (size)8=0-7-4, 19=Mechanical Max Horz 19=246(LC 11) Max Uplift 8=-662(LC 12), 19=-683(LC 12) Max Grav 8=1306(LC 1), 19=1294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-954/626, 2-3=-1281/902, 3-4=-1278/893, 4-5=-2019/1303, 5-6=-3358/2048, 6-7=-2779/1638, 7-8=-1239/818, 1-19=-1265/832 BOT CHORD 16-17=-216/257, 15-16=-478/974, 14-15=-1022/1803, 13-14=-1150/2025, 12-13=-1136/1990 WEBS 2-16=-684/511, 2-15=-74/370, 3-15=-384/640, 4-15=-1040/709, 4-14=-317/620, 5-12=-1455/879, 9-12=-862/1504, 6-9=-1821/1227, 7-9=-1691/2880, 5-9=-1107/1769, 5-14=-404/708, 1-16=-675/1143 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-4-8, Exterior(2) 10-4-8 to 13-4-8, Interior(1) 13-4-8 to 28-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=662, 19=683. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss G7 Truss Type Roof Special Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333617 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:44 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-j3jFOCg60TjHY?mOHGwGncIJjCBPbjr9ckv?HWzykRb Scale = 1:62.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 4x4 4x6 4x6 3x6 3x6 3x6 5x8 5x8 5x8 3x4 3x5 7x10 2x3 2x3 5x8 4x5 4x8 3x10 4-2-8 4-2-8 5-7-8 1-5-0 14-11-8 9-4-1 16-4-8 1-5-0 24-0-8 7-8-0 24-10-0 0-9-8 28-4-8 3-6-8 28-11-12 0-7-4 4-2-8 4-2-8 5-7-8 1-5-0 10-4-8 4-9-0 14-11-8 4-7-0 16-4-8 1-5-0 24-0-8 7-8-0 24-10-0 0-9-8 28-11-12 4-1-12 4-5-152-5-79-8-31-5-71-0-02-5-76.00 12 8.49 12 Plate Offsets (X,Y)-- [5:0-2-5,0-1-12], [6:0-3-0,Edge], [11:0-3-8,0-2-0], [12:0-3-8,Edge], [14:0-6-4,0-2-4], [15:0-5-4,0-3-4], [16:0-5-4,0-3-4], [17:0-4-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.74 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.66 0.10 0.26 (loc) 15-16 15-16 10 13 l/defl >999 >524 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 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 3-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-6-3 oc bracing: 14-15 4-10-3 oc bracing: 11-12. WEBS 1 Row at midpt 3-16, 3-15, 5-12 REACTIONS. (size)10=0-7-4, 18=Mechanical Max Horz 18=268(LC 11) Max Uplift 10=-661(LC 12), 18=-690(LC 12) Max Grav 10=1291(LC 1), 18=1291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1189/754, 2-3=-1243/983, 3-4=-1848/1310, 4-5=-1866/1255, 5-7=-3599/2255, 7-8=-3533/2090, 8-9=-3579/2102, 9-10=-1208/772, 1-18=-1250/840 BOT CHORD 17-18=-248/266, 16-17=-205/281, 15-16=-424/1071, 14-15=-956/1821, 13-14=-310/608, 7-12=-636/547, 11-12=-2175/3693 WEBS 2-16=-488/459, 3-16=-236/268, 3-15=-765/1299, 5-15=-33/464, 5-14=-1119/631, 12-14=-497/909, 5-12=-1305/2003, 1-16=-621/1140, 8-11=-908/587, 9-11=-2091/3583, 8-12=-655/326 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-4-8, Exterior(2) 10-4-8 to 13-4-8, Interior(1) 13-4-8 to 28-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=661, 18=690. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss GRA Truss Type Hip Girder Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333618 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:47 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-7eOO1Di_JO5sPTVzzOTzPFwlkQDXo9DcJi8fuqzykRY Scale = 1:44.9 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 22 23 24 4x5 4x5 3x8 5x8 MT18HS3x5 2x3 3x5 3x8 3x8 3-9-4 3-9-4 7-0-0 3-2-12 11-8-0 4-8-0 16-4-0 4-8-0 19-6-12 3-2-12 23-4-0 3-9-4 -2-0-0 2-0-0 3-9-4 3-9-4 7-0-0 3-2-12 11-8-0 4-8-0 16-4-0 4-8-0 19-6-12 3-2-12 23-4-0 3-9-4 25-4-0 2-0-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [3:0-3-0,0-2-4], [5:0-3-0,0-2-4], [6:0-8-0,0-0-14], [10:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.82 0.71 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.29 0.11 (loc) 9 8-9 6 l/defl >999 >950 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 109 lb FT = 20% GRIP 244/190 244/190 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 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=189(LC 24) Max Uplift 2=-1685(LC 8), 6=-1685(LC 8) Max Grav 2=2227(LC 29), 6=2229(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3994/2949, 3-4=-3561/2750, 4-5=-3565/2750, 5-6=-3999/2949 BOT CHORD 2-11=-2401/3595, 9-11=-2844/4222, 8-9=-2844/4222, 6-8=-2402/3490 WEBS 3-11=-860/1217, 4-11=-884/575, 4-9=-44/393, 4-8=-879/574, 5-8=-860/1220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1685, 6=1685. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 218 lb up at 7-0-0, 218 lb down and 210 lb up at 9-0-12, 218 lb down and 210 lb up at 11-0-12, 218 lb down and 210 lb up at 12-3-4, and 218 lb down and 210 lb up at 14-3-4, and 218 lb down and 218 lb up at 16-4-0 on top chord, and 503 lb down and 604 lb up at 7-0-0, 91 lb down and 24 lb up at 9-0-12, 91 lb down and 24 lb up at 11-0-12, 91 lb down and 24 lb up at 12-3-4, and 91 lb down and 24 lb up at 14-3-4, and 503 lb down and 604 lb up at 16-3-4 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, 3-5=-70, 5-7=-70, 12-15=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss GRA Truss Type Hip Girder Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333618 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:47 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-7eOO1Di_JO5sPTVzzOTzPFwlkQDXo9DcJi8fuqzykRY LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-134(B) 5=-134(B) 10=-67(B) 11=-479(B) 8=-479(B) 18=-134(B) 19=-134(B) 20=-134(B) 21=-134(B) 22=-67(B) 23=-67(B) 24=-67(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 77016 Truss GRB Truss Type Common Girder Qty 1 Ply 2 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333619 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:49 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-41W8SvkFr?LZeneL4pVRUg?7dDu1G0avm0dmyjzykRW Scale = 1:43.6 1 2 3 4 5 6 7 8 13 12 11 10 9181920212223 24 4x6 5x14 5x14 8x14 MT18HS 5x6 6x8 3x6 3x10 5x6 6x8 3x6 3x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 4-3-0 4-3-0 7-11-8 3-8-8 11-8-0 3-8-8 15-4-8 3-8-8 19-1-0 3-8-8 23-4-0 4-3-0 -2-0-0 2-0-0 4-3-0 4-3-0 7-11-8 3-8-8 11-8-0 3-8-8 15-4-8 3-8-8 19-1-0 3-8-8 23-4-0 4-3-0 0-4-36-2-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-7,Edge], [8:0-2-7,Edge], [10:0-2-12,0-4-8], [11:0-7-0,0-4-8], [12:0-2-12,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.67 0.71 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.40 0.11 (loc) 10-11 10-11 8 l/defl >999 >699 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 298 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=277(LC 24) Max Uplift 8=-3984(LC 8), 2=-3519(LC 8) Max Grav 8=7635(LC 1), 2=6237(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13291/7223, 3-4=-12513/6865, 4-5=-9578/5215, 5-6=-9579/5215, 6-7=-12586/6649, 7-8=-15652/8169 BOT CHORD 2-13=-6372/11844, 12-13=-6372/11844, 11-12=-5952/11157, 10-11=-5756/11220, 9-10=-7238/13984, 8-9=-7238/13984 WEBS 5-11=-4449/8228, 6-11=-3920/2036, 6-10=-1927/3944, 7-10=-3171/1699, 7-9=-1300/2641, 4-11=-3828/2321, 4-12=-2225/3839, 3-12=-815/482, 3-13=-270/517 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 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 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=3984, 2=3519. 9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 21-0-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss GRB Truss Type Common Girder Qty 1 Ply 2 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333619 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:49 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-41W8SvkFr?LZeneL4pVRUg?7dDu1G0avm0dmyjzykRW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-8=-70, 2-8=-20 Concentrated Loads (lb) Vert: 9=-1280(F) 18=-2678(F) 19=-1274(F) 20=-1274(F) 21=-1280(F) 22=-1280(F) 23=-1280(F) 24=-1280(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 77016 Truss GRC Truss Type Common Girder Qty 1 Ply 2 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333620 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:51 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-0PevsblVMcbHt4okCEYvZ54Yw1e5kuwBDK6t1czykRU Scale = 1:73.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 112122232425262728293031 32 3x6 4x4 3x6 3x4 5x6 5x6 3x10 7x8 5x6 10x10 4x8 7x8 3x4 6x8 7x8 MT18HS 4x8 6x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 7-0-0 7-0-0 8-8-13 1-8-13 12-10-0 4-1-3 18-4-0 5-6-0 23-10-0 5-6-0 28-4-0 4-6-0 33-7-8 5-3-8 -2-0-0 2-0-0 7-0-0 7-0-0 8-8-13 1-8-13 12-10-0 4-1-3 18-4-0 5-6-0 23-10-0 5-6-0 28-4-0 4-6-0 33-7-8 5-3-8 0-4-39-6-31-10-76.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-12], [11:Edge,0-4-8], [12:0-3-0,0-4-8], [13:0-3-8,0-4-8], [16:0-4-0,0-4-12] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.36 0.48 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.18 0.02 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 471 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 5-16: 2x6 SP No.2, 5-15,7-15,10-11,10-12: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS. (size)2=0-8-0, 16=0-6-0, 11=0-9-13 Max Horz 2=407(LC 24) Max Uplift 2=-697(LC 8), 16=-8149(LC 8), 11=-3764(LC 8) Max Grav 2=1095(LC 17), 16=14413(LC 1), 11=6959(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1740/892, 3-5=-1551/2894, 5-6=-2409/1427, 6-7=-2404/1422, 7-9=-5634/3130, 9-10=-7133/3867, 10-11=-5113/2802 BOT CHORD 2-18=-889/1489, 16-18=-889/1489, 15-16=-2504/1583, 13-15=-2570/4994, 12-13=-3370/6301, 11-12=-252/434 WEBS 3-18=-2173/3875, 3-16=-4559/2728, 5-16=-7910/4494, 5-15=-3764/6902, 6-15=-1089/1852, 7-15=-4521/2591, 7-13=-2439/4505, 9-13=-1823/1084, 9-12=-1024/1709, 10-12=-3256/6126 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-5-0 oc, Except member 16-3 2x4 - 1 row at 0-9-0 oc, member 15-5 2x4 - 1 row at 0-9-0 oc, member 15-6 2x4 - 1 row at 0-9-0 oc, member 15-7 2x4 - 1 row at 0-9-0 oc, member 7-13 2x4 - 1 row at 0-9-0 oc, member 13-9 2x4 - 1 row at 0-9-0 oc, member 9-12 2x4 - 1 row at 0-9-0 oc, member 12-10 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=697, 16=8149, 11=3764. 9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 32-11-4 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss GRC Truss Type Common Girder Qty 1 Ply 2 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333620 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:51 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-0PevsblVMcbHt4okCEYvZ54Yw1e5kuwBDK6t1czykRU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-10=-70, 2-11=-20 Concentrated Loads (lb) Vert: 18=-2678(B) 16=-1280(B) 21=-1274(B) 22=-1274(B) 23=-1280(B) 24=-1280(B) 25=-1280(B) 26=-1280(B) 27=-1280(B) 28=-1275(B) 29=-1275(B) 30=-1275(B) 31=-1271(B) 32=-1279(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 77016 Truss GRD Truss Type Flat Girder Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333621 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:53 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-yolfHHnluEs?7Oy7JfaNeWAoSqDNCnvUhebz5UzykRS Scale = 1:52.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 7x8 MT18HS 3x4 5x6 WB 5x8 5x8 MT18HS5x8 MT18HS 4x6 4x5 3x4 3x4 3x4 3x4 3x4 4x6 4x6 5x8 4-11-4 4-11-4 9-8-12 4-9-8 14-6-4 4-9-8 19-3-12 4-9-8 24-1-4 4-9-8 29-0-8 4-11-4 4-11-4 4-11-4 9-8-12 4-9-8 14-6-4 4-9-8 19-3-12 4-9-8 24-1-4 4-9-8 29-0-8 4-11-4 3-10-3Plate Offsets (X,Y)-- [5:0-3-0,Edge], [9:0-3-8,Edge], [10:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.74 0.94 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.50 0.14 (loc) 12 12-14 9 l/defl >903 >691 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 2-16,3-15,4-14,6-12,7-11,8-10: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-9 oc bracing. WEBS 1 Row at midpt 8-9, 2-16 REACTIONS. (size)16=Mechanical, 9=Mechanical Max Uplift 16=-1645(LC 8), 9=-1645(LC 8) Max Grav 16=2698(LC 1), 9=2698(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-260/221, 2-3=-3183/1945, 3-4=-5008/3060, 4-6=-5637/3445, 6-7=-5009/3060, 7-8=-3181/1943, 8-9=-2591/1641 BOT CHORD 15-16=-1945/3183, 14-15=-3060/5008, 12-14=-3445/5637, 11-12=-3060/5009, 10-11=-1943/3181 WEBS 2-16=-3911/2390, 2-15=-812/1625, 3-15=-2273/1389, 3-14=-303/771, 4-14=-783/515, 4-12=-205/313, 6-12=-514/782, 6-11=-1105/832, 7-11=-1391/2276, 7-10=-2062/1438, 8-10=-2387/3907 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=1645, 9=1645. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 210 lb up at 1-6-4, 221 lb down and 210 lb up at 3-6-4, 221 lb down and 210 lb up at 5-6-4, 220 lb down and 210 lb up at 7-6-4, 218 lb down and 210 lb up at 9-6-4, 218 lb down and 210 lb up at 11-6-4, 218 lb down and 210 lb up at 13-6-4, 218 lb down and 210 lb up at 15-6-4, 218 lb down and 210 lb up at 17-6-4, 218 lb down and 210 lb up at 19-6-4, 220 lb down and 210 lb up at 21-6-4, 221 lb down and 210 lb up at 23-6-4, and 221 lb down and 210 lb up at 25-6-4, and 221 lb down and 210 lb up at 27-6-4 on top chord, and 91 lb down and 24 lb up at 1-6-4, 91 lb down and 24 lb up at 3-6-4, 91 lb down and 24 lb up at 5-6-4, 91 lb down and 24 lb up at 7-6-4, 91 lb down and 24 lb up at 9-6-4, 91 lb down and 24 lb up at 11-6-4, 91 lb down and 24 lb up at 13-6-4, 91 lb down and 24 lb up at 15-6-4, 91 lb down and 24 lb up at 17-6-4, 91 lb down and 24 lb up at 19-6-4, 91 lb down and 24 lb up at 21-6-4, 91 lb down and 24 lb up at 23-6-4, and 91 lb down and 24 lb up at 25-6-4, and 91 lb down and 24 lb up at 27-6-4 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). Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss GRD Truss Type Flat Girder Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333621 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:53 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-yolfHHnluEs?7Oy7JfaNeWAoSqDNCnvUhebz5UzykRS LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 3=-134(B) 14=-67(B) 6=-134(B) 11=-67(B) 17=-134(B) 18=-134(B) 19=-134(B) 20=-134(B) 22=-134(B) 24=-134(B) 25=-134(B) 27=-134(B) 29=-134(B) 30=-134(B) 31=-134(B) 32=-134(B) 33=-67(B) 34=-67(B) 35=-67(B) 36=-67(B) 37=-67(B) 38=-67(B) 39=-67(B) 40=-67(B) 41=-67(B) 42=-67(B) 43=-67(B) 44=-67(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 77016 Truss GRG Truss Type HIP GIRDER Qty 1 Ply 2 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333622 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:56 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-NNRnwIpeB9Ea_rhi_n74G8oR72LHPBgwNcpdipzykRP Scale = 1:74.0 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 3x6 5x6 3x6 4x5 4x5 7x8 3x4 3x4 6x8 4x8 3x4 4x4 3x4 4x5 5x8 3x5 4x4 3x4 3x4 4x8 7x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 4-5-4 4-5-4 8-4-0 3-10-12 13-8-8 5-4-8 18-9-4 5-0-12 23-8-4 4-11-0 28-5-10 4-9-6 28-6-0 0-0-6 32-6-15 4-0-15 36-8-3 4-1-5 41-4-0 4-7-13 -2-0-0 2-0-0 4-5-4 4-5-4 8-4-0 3-10-12 13-8-8 5-4-8 18-9-4 5-0-12 23-8-4 4-11-0 27-7-8 3-11-4 28-5-10 0-10-2 32-6-15 4-1-5 36-8-3 4-1-5 41-4-0 4-7-13 0-4-37-2-70-4-37-2-76.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [9:0-3-0,0-2-0], [16:0-4-0,0-4-12], [20:0-2-12,0-4-8], [21:0-4-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.20 0.48 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.08 0.01 (loc) 18-19 18-19 13 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 590 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E *Except* 17-20: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-21,10-16: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-8-0 except (jt=length) 16=0-3-8. (lb) - Max Horz 2=357(LC 24) Max Uplift All uplift 100 lb or less at joint(s) except 13=-582(LC 8), 2=-534(LC 8), 21=-4270(LC 8), 16=-4642(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 13=1232(LC 18), 2=369(LC 17), 21=5789(LC 17), 16=7380(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-133/451, 3-5=-954/1220, 5-6=-1699/1059, 6-7=-1486/1021, 7-8=-1838/1318, 8-9=-843/695, 9-10=-841/677, 10-11=-959/1753, 11-12=-256/238, 12-13=-1943/880 BOT CHORD 2-22=-568/69, 21-22=-568/69, 20-21=-1024/1029, 19-20=-997/1949, 18-19=-493/953, 16-18=-1573/1200, 15-16=-162/272, 14-15=-704/1709, 13-14=-704/1709 WEBS 3-22=-1162/910, 3-21=-1231/1452, 5-21=-3352/2362, 5-20=-2001/2994, 6-20=-466/619, 7-20=-671/518, 7-19=-422/499, 8-19=-1066/1714, 8-18=-1653/1055, 10-18=-2457/3826, 10-16=-4158/2644, 11-16=-2223/1349, 11-15=-1107/2038, 12-15=-1953/1116, 12-14=-752/1507 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, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 582 lb uplift at joint 13, 534 lb uplift at joint 2, 4270 lb uplift at joint 21 and 4642 lb uplift at joint 16. 9) 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 5-0-12 from the left end to 38-11-4 to connect truss(es) to front face of bottom chord. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss GRG Truss Type HIP GIRDER Qty 1 Ply 2 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333622 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:56 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-NNRnwIpeB9Ea_rhi_n74G8oR72LHPBgwNcpdipzykRP NOTES- 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-9=-70, 9-13=-70, 2-13=-20 Concentrated Loads (lb) Vert: 19=-582(F) 14=-586(F) 29=-983(F) 30=-579(F) 31=-582(F) 32=-582(F) 33=-582(F) 34=-582(F) 35=-582(F) 36=-582(F) 37=-579(F) 38=-579(F) 39=-579(F) 40=-579(F) 41=-579(F) 42=-579(F) 43=-586(F) 44=-586(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 77016 Truss GRK Truss Type Hip Girder Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333623 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:58 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-JmZYK_qujmUID9q46CAYLZtfjr_Vt5ZDqwIkmizykRN Scale = 1:54.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 26 27 28 29 30 31 32 33 34 35 36 5x8 MT18HS 5x8 MT18HS 5x8 MT18HS 4x8 4x8 5x8 MT18HS 3x4 2x3 3x4 4x5 3x4 3x8 2x3 3x4 4x5 3x4 3x4 2x3 3-9-4 3-9-4 7-0-0 3-2-12 11-2-14 4-2-14 15-4-0 4-1-2 19-5-2 4-1-2 23-8-0 4-2-14 26-10-12 3-2-12 30-8-0 3-9-4 -2-0-0 2-0-0 3-9-4 3-9-4 7-0-0 3-2-12 11-2-14 4-2-14 15-4-0 4-1-2 19-5-2 4-1-2 23-8-0 4-2-14 26-10-12 3-2-12 30-8-0 3-9-4 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4], [4:0-5-8,0-2-4], [7:0-3-0,Edge], [9:0-5-8,0-2-4], [11:0-0-0,0-0-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.69 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.66 0.19 (loc) 15 15 11 l/defl >656 >555 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 244/190 244/190 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 2-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-11 oc bracing. REACTIONS. (size)11=0-8-0, 2=0-8-0 Max Horz 2=188(LC 7) Max Uplift 11=-1867(LC 8), 2=-2059(LC 8) Max Grav 11=2770(LC 30), 2=2917(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5586/3760, 3-4=-5407/3798, 4-5=-6338/4407, 5-6=-6869/4741, 6-8=-6869/4741, 8-9=-6359/4425, 9-10=-5438/3836, 10-11=-5670/3878 BOT CHORD 2-19=-3274/5039, 18-19=-3274/5039, 17-18=-3247/4905, 15-17=-4191/6395, 14-15=-4208/6345, 13-14=-3279/4821, 12-13=-3392/5007, 11-12=-3392/5007 WEBS 3-18=-395/286, 4-18=-435/652, 4-17=-1231/2028, 5-17=-1083/803, 5-15=-442/748, 6-15=-652/565, 8-15=-420/738, 8-14=-1076/789, 9-14=-1213/2019, 9-13=-472/675, 10-13=-462/387 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1867 lb uplift at joint 11 and 2059 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 335 lb down and 423 lb up at 7-0-0, 218 lb down and 210 lb up at 9-0-12, 218 lb down and 210 lb up at 11-0-12, 218 lb down and 210 lb up at 13-0-12, 218 lb down and 210 lb up at 15-0-12, 218 lb down and 210 lb up at 15-7-4, 218 lb down and 210 lb up at 17-7-4, 218 lb down and 210 lb up at 19-7-4, and 218 lb down and 210 lb up at 21-7-4, and 335 lb down and 423 lb up at 23-8-0 on top chord, and 397 lb down and 417 lb up at 7-0-0, 91 lb down and 24 lb up at 9-0-12, 91 lb down and 24 lb up at 11-0-12, 91 lb down and 24 lb up at 13-0-12, 91 lb down and 24 lb up at 15-0-12, 91 lb down and 24 lb up at 15-7-4, 91 lb down and 24 lb up at 17-7-4, 91 lb down and 24 lb up at 19-7-4, and 91 lb down and 24 lb up at 21-7-4, and 397 lb down and 417 lb up at 23-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss GRK Truss Type Hip Girder Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333623 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:29:58 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-JmZYK_qujmUID9q46CAYLZtfjr_Vt5ZDqwIkmizykRN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-9=-70, 9-11=-70, 20-23=-20 Concentrated Loads (lb) Vert: 4=-205(F) 9=-205(F) 18=-337(F) 17=-67(F) 5=-134(F) 15=-134(F) 6=-268(F) 8=-134(F) 14=-67(F) 13=-337(F) 26=-134(F) 27=-134(F) 30=-134(F) 31=-134(F) 33=-67(F) 34=-67(F) 35=-67(F) 36=-67(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 77016 Truss GRL Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333624 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:00 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-F8gIlgs8FNk0TT_TDdC0Q_y5XfkKLy9WIEnrrazykRL Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 28 29 30 3x6 5x8 5x6 5x6 5x8 3x5 3x6 3x4 3x4 3x4 3x8 3x4 3x4 4x8 4x8 6x8 3x4 3x6 3x5 6-9-4 6-9-4 13-0-0 6-2-12 17-8-0 4-8-0 22-0-0 4-4-0 26-4-0 4-4-0 30-4-0 4-0-0 32-4-0 2-0-0 36-8-0 4-4-0 -2-0-0 2-0-0 6-9-4 6-9-4 13-0-0 6-2-12 17-8-0 4-8-0 22-0-0 4-4-0 26-4-0 4-4-0 30-4-0 4-0-0 32-4-0 2-0-0 36-8-0 4-4-0 38-8-0 2-0-0 0-4-32-6-36-10-30-4-36-10-36.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [6:0-3-0,0-2-0], [9:0-3-8,0-2-0], [10:0-6-0,0-2-8], [14:0-3-8,0-3-0], [15:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.41 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 0.05 0.10 (loc) 19 19-21 14 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 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 4-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 14=0-8-0, 11=0-8-0 Max Horz 2=344(LC 7) Max Uplift 2=-849(LC 32), 14=-1402(LC 8), 11=-436(LC 6) Max Grav 2=1402(LC 21), 14=2369(LC 1), 11=4(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2256/1148, 4-5=-1592/922, 5-6=-1241/864, 6-7=-1456/903, 7-8=-1561/909, 8-9=-773/539, 9-10=-648/1455, 10-11=-652/1165 BOT CHORD 2-21=-811/2097, 19-21=-811/2097, 18-19=-406/1396, 17-18=-518/1346, 15-17=-353/799, 14-15=-1455/879, 13-14=-1005/766, 11-13=-995/752 WEBS 4-21=0/282, 4-19=-809/465, 5-19=-188/487, 5-18=-294/113, 6-18=-187/355, 7-18=-277/219, 8-17=-238/622, 8-15=-1199/687, 9-15=-1295/2501, 9-14=-1542/852, 10-14=-979/695 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 849 lb uplift at joint 2, 1402 lb uplift at joint 14 and 436 lb uplift at joint 11. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 113 lb up at 31-7-4, and 68 lb down and 140 lb up at 32-4-0 on top chord, and 92 lb down at 31-7-4, and 288 lb down and 113 lb up at 32-4-0 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: 1-5=-70, 5-6=-70, 6-8=-70, 8-10=-70, 10-12=-70, 22-25=-20 Concentrated Loads (lb) Vert: 10=-11(F) 13=-39(F) 29=-45(F) 30=-22(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss GRM Truss Type HALF HIP GIRDER Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333625 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:01 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-jLEgz0tm0hss4dZfnKjFzCVE33644R4gXtXON1zykRK Scale = 1:26.3 1 2 3 4 5 8 7 6 12 13 14 15 16 17 18 19 4x8 3x6 3x4 2x3 2x3 3x10 3x5 5-0-0 5-0-0 9-4-4 4-4-4 13-8-8 4-4-4 -2-0-0 2-0-0 5-0-0 5-0-0 9-4-4 4-4-4 13-8-8 4-4-4 0-4-32-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-8,Edge], [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.25 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.06 -0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 69 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 5-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=252(LC 8) Max Uplift 6=-1191(LC 5), 2=-1152(LC 8) Max Grav 6=1003(LC 1), 2=999(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1430/1639, 3-4=-1172/1406, 4-5=-1172/1406, 5-6=-914/1042 BOT CHORD 2-8=-1510/1212, 7-8=-1535/1226 WEBS 3-8=-437/336, 4-7=-512/471, 5-7=-1593/1328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1191 lb uplift at joint 6 and 1152 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 315 lb up at 5-0-0, 157 lb down and 156 lb up at 7-0-12, 157 lb down and 156 lb up at 9-0-12, and 157 lb down and 156 lb up at 11-0-12, and 142 lb down and 156 lb up at 13-0-12 on top chord, and 207 lb down and 230 lb up at 5-0-0, 47 lb down and 59 lb up at 7-0-12, 47 lb down and 59 lb up at 9-0-12, and 47 lb down and 59 lb up at 11-0-12, and 57 lb down and 70 lb up at 13-0-12 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, 3-5=-70, 6-9=-20 Concentrated Loads (lb) Vert: 3=-90(B) 8=-116(B) 4=-69(B) 7=-33(B) 14=-69(B) 15=-69(B) 16=-87(B) 17=-33(B) 18=-33(B) 19=-38(B) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss GRN Truss Type Hip Girder Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333626 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:02 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-BXo3AMuOn?_jim8rL1EUWP2QITQyp1SplXHyvTzykRJ Scale = 1:27.1 1 2 3 4 5 7 6 14 15 16 4x8 4x5 3x5 3x4 2x3 3x4 5-0-0 5-0-0 9-0-0 4-0-0 14-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 9-0-0 4-0-0 14-0-0 5-0-0 0-4-32-10-30-4-32-10-36.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.34 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.07 -0.03 (loc) 6-7 6-10 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 60 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 5-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-7 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=139(LC 7) Max Uplift 5=-940(LC 8), 2=-1150(LC 8) Max Grav 5=947(LC 1), 2=1113(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1674/1818, 3-4=-1482/1752, 4-5=-1703/1863 BOT CHORD 2-7=-1539/1431, 6-7=-1567/1448, 5-6=-1570/1463 WEBS 3-7=-481/342, 4-6=-492/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 940 lb uplift at joint 5 and 1150 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 165 lb up at 5-0-0, and 157 lb down and 156 lb up at 7-0-0, and 149 lb down and 165 lb up at 9-0-0 on top chord, and 207 lb down and 471 lb up at 5-0-0, and 47 lb down and 103 lb up at 7-0-0, and 207 lb down and 471 lb up at 8-11-4 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, 3-4=-70, 4-5=-70, 8-11=-20 Concentrated Loads (lb) Vert: 3=-69(F) 4=-69(F) 7=-207(F) 6=-207(F) 15=-69(F) 16=-33(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss J1 Truss Type JACK-OPEN Qty 16 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333627 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:03 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-fjMROiu1YI6aKwj2vllj2dabWsoMYWny_B0VSvzykRI Scale = 1:9.5 1 2 3 4 3x4 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 7 4 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 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 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=127(LC 12) Max Uplift 3=-45(LC 1), 2=-423(LC 12), 4=-62(LC 1) Max Grav 3=88(LC 12), 2=340(LC 1), 4=112(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3, 423 lb uplift at joint 2 and 62 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss J3 Truss Type JACK-OPEN Qty 14 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333628 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:04 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-8wwpb1vfJcERx4IESSHybq7mGG8zHz16Drm3_LzykRH Scale = 1:14.6 1 2 8 9 3 4 3x4 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -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: 13 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=187(LC 12) Max Uplift 3=-57(LC 9), 2=-365(LC 12), 4=-46(LC 9) Max Grav 3=66(LC 17), 2=328(LC 1), 4=44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 3, 365 lb uplift at joint 2 and 46 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss J4 Truss Type Jack-Open Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333629 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:04 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-8wwpb1vfJcERx4IESSHybq7mGG5JHz16Drm3_LzykRH Scale = 1:17.8 1 2 8 3 4 3x4 4-4-0 4-4-0 -2-0-0 2-0-0 4-4-0 4-4-0 0-4-32-6-32-1-82-6-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.41 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.00 0.03 (loc) 4-7 4-7 3 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 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 4-4-0 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=228(LC 12) Max Uplift 3=-93(LC 12), 2=-297(LC 12) Max Grav 3=132(LC 17), 2=372(LC 1), 4=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 3 and 297 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss J5 Truss Type JACK-OPEN Qty 13 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333630 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:05 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-c6UBoNwH3wMIZEtQ0AoB72fwhgIN0QGFSVVcWozykRG Scale = 1:19.5 1 2 8 3 4 4x4 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-8,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.40 0.99 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.05 -0.00 (loc) 4-7 4-7 3 l/defl >421 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=249(LC 12) Max Uplift 3=-136(LC 12), 2=-410(LC 12), 4=-89(LC 9) Max Grav 3=144(LC 17), 2=397(LC 1), 4=87(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 3, 410 lb uplift at joint 2 and 89 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss J7 Truss Type Jack-Open Qty 24 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333631 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:05 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-c6UBoNwH3wMIZEtQ0AoB72ftfgSw0QGFSVVcWozykRG Scale: 1/2"=1' 1 2 8 9 3 4 3x4 7-0-0 7-0-0 -2-0-0 2-0-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.60 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.20 -0.01 0.16 (loc) 4-7 4-7 3 4-7 l/defl >999 >422 n/a >526 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=310(LC 12) Max Uplift 3=-182(LC 12), 2=-319(LC 12), 4=-4(LC 9) Max Grav 3=230(LC 17), 2=478(LC 1), 4=131(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 3, 319 lb uplift at joint 2 and 4 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss JA3 Truss Type Jack-Open Qty 2 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333632 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:06 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-4I2Z0jxvqDU9BOSdatJQgFC7H4pPltWPg9F92EzykRF Scale: 1"=1' 1 2 3 3x4 3-0-0 3-0-0 3-0-0 3-0-0 0-4-31-10-36.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.29 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 3-6 3-6 2 3-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=90(LC 12) Max Uplift 1=-45(LC 12), 2=-80(LC 12), 3=-13(LC 12) Max Grav 1=134(LC 17), 2=98(LC 17), 3=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 1, 80 lb uplift at joint 2 and 13 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss JA5 Truss Type JACK-OPEN Qty 3 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333633 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:07 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-YVcyD3xXbXc0oY0p8bqfDTl7tU?fUKmYvp_jbgzykRE Scale = 1:17.0 1 7 2 3 3x4 5-0-0 5-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 1.00 0.88 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.08 -0.00 0.08 (loc) 3-6 3-6 2 3-6 l/defl >999 >757 n/a >711 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=152(LC 12) Max Uplift 1=-77(LC 12), 2=-138(LC 12), 3=-17(LC 12) Max Grav 1=225(LC 17), 2=169(LC 17), 3=96(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 1, 138 lb uplift at joint 2 and 17 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss JA7 Truss Type JACK-OPEN Qty 6 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333634 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:08 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-0h9KRPy9MrktQhb?hILulgHOPtRXDn0i8TkG77zykRD Scale = 1:22.9 1 7 8 2 3 3x5 7-0-0 7-0-0 7-0-0 7-0-0 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-8,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.63 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.23 -0.01 0.19 (loc) 3-6 3-6 2 3-6 l/defl >946 >366 n/a >438 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=213(LC 12) Max Uplift 1=-109(LC 12), 2=-197(LC 12), 3=-21(LC 12) Max Grav 1=316(LC 17), 2=240(LC 17), 3=136(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 1, 197 lb uplift at joint 2 and 21 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss K Truss Type Hip Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333635 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:09 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-Utjielzn78tk2rABF0s7Iuqd1HmYy4srM7TqfZzykRC Scale = 1:55.0 1 2 3 4 5 6 7 8 12 11 10 9 19 20 21 22 23 24 25 26 4x5 4x5 4x4 4x4 3x6 3x8 2x3 2x3 3x8 3x8 2x3 9-0-0 9-0-0 15-4-0 6-4-0 21-8-0 6-4-0 30-8-0 9-0-0 -2-0-0 2-0-0 6-3-8 6-3-8 9-0-0 2-8-7 15-4-0 6-4-0 21-8-0 6-4-0 24-4-8 2-8-7 30-8-0 6-3-9 0-4-34-10-30-4-34-10-36.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.53 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.34 0.09 0.16 (loc) 9-15 9-15 8 9-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 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 4-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=232(LC 11) Max Uplift 8=-715(LC 12), 2=-907(LC 12) Max Grav 8=1375(LC 1), 2=1529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2499/1698, 3-4=-2228/1593, 4-5=-1961/1483, 5-6=-1977/1471, 6-7=-2251/1590, 7-8=-2513/1696 BOT CHORD 2-12=-1417/2162, 10-12=-1436/2373, 9-10=-1436/2373, 8-9=-1404/2198 WEBS 3-12=-392/404, 4-12=-467/723, 5-12=-600/427, 5-9=-587/379, 6-9=-471/743, 7-9=-422/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 1-0-0, Interior(1) 1-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-4-1, Interior(1) 13-4-1 to 21-8-0, Exterior(2) 21-8-0 to 26-0-1, Interior(1) 26-0-1 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 lb uplift at joint 8 and 907 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss K1 Truss Type Hip Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333636 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:10 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-y3H4s5_QuS?bf?lOpjNNq5No2h7vhaM_bnDNC?zykRB Scale = 1:55.1 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 24 25 26 27 4x5 4x5 3x5 3x5 4x6 3x4 2x3 3x8 3x4 3x8 3x4 2x3 5-9-4 5-9-4 11-0-0 5-2-12 19-8-0 8-8-0 24-10-12 5-2-12 30-8-0 5-9-4 -2-0-0 2-0-0 5-9-4 5-9-4 11-0-0 5-2-12 15-4-0 4-4-0 19-8-0 4-4-0 24-10-12 5-2-12 30-8-0 5-9-4 0-4-35-10-30-4-35-10-36.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.46 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.33 0.08 0.13 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 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 4-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-6 oc bracing. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=276(LC 11) Max Uplift 8=-715(LC 12), 2=-907(LC 12) Max Grav 8=1375(LC 1), 2=1529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2573/1691, 3-4=-2058/1446, 4-5=-1773/1399, 5-6=-1779/1378, 6-7=-2066/1439, 7-8=-2616/1705 BOT CHORD 2-13=-1429/2343, 12-13=-1429/2343, 10-12=-1102/1897, 9-10=-1425/2279, 8-9=-1425/2279 WEBS 3-12=-608/490, 4-12=-325/588, 5-12=-311/242, 5-10=-304/223, 6-10=-364/587, 7-10=-653/528 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 1-0-0, Interior(1) 1-0-0 to 11-0-0, Exterior(2) 11-0-0 to 15-4-0, Interior(1) 15-4-0 to 19-8-0, Exterior(2) 19-8-0 to 24-0-1, Interior(1) 24-0-1 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 lb uplift at joint 8 and 907 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss KJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333637 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:14 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-rrXbhS1wygV08c392ZSJ?xXT3IXEdUcaWPBaLmzykR7 Scale = 1:17.5 1 2 3 7 6 11 12 4 13 14 5 3x5 3x4 2x3 3x4 3-2-15 3-2-15 6-0-13 2-9-13 -2-9-15 2-9-15 3-2-15 3-2-15 6-0-13 2-9-13 0-4-32-5-144.24 12 Plate Offsets (X,Y)-- [2:0-0-5,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.30 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 0.03 0.00 (loc) 7-10 7-10 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 28 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. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=226(LC 24) Max Uplift 4=-81(LC 8), 2=-535(LC 8), 5=-147(LC 5) Max Grav 4=110(LC 17), 2=590(LC 28), 5=222(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-721/299 BOT CHORD 2-7=-280/555, 6-7=-280/555 WEBS 3-7=-166/302, 3-6=-614/310 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 4, 535 lb uplift at joint 2 and 147 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 144 lb up at 1-6-1, 173 lb down and 144 lb up at 1-6-1, and 53 lb down and 77 lb up at 4-4-0, and 53 lb down and 77 lb up at 4-4-0 on top chord , and 108 lb down and 90 lb up at 1-6-1, 108 lb down and 90 lb up at 1-6-1, and 12 lb down and 57 lb up at 4-4-0, and 12 lb down and 57 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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=120(F=60, B=60) 13=102(F=51, B=51) 14=5(F=3, B=3) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss KJ5 Truss Type DIAGONAL HIP GIRDER Qty 3 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333638 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:18 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-jcm6Xq4R0v?SdEMwHPXF9ni82vuHZHFAR19oUXzykR3 Scale = 1:19.1 1 2 3 7 6 11 12 4 13 14 5 3x5 3x4 2x3 3x4 3-8-10 3-8-10 7-0-2 3-3-8 -2-9-15 2-9-15 3-8-10 3-8-10 7-0-2 3-3-8 0-4-32-9-140-4-42-5-112-9-154.24 12 Plate Offsets (X,Y)-- [2:0-0-1,Edge], [6:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.36 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 0.04 0.00 (loc) 7-10 7-10 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP 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. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=247(LC 8) Max Uplift 4=-105(LC 24), 2=-657(LC 8), 5=-232(LC 5) Max Grav 4=120(LC 17), 2=590(LC 28), 5=131(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-511/384 BOT CHORD 2-7=-439/382, 6-7=-439/382 WEBS 3-6=-419/482 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 4, 657 lb uplift at joint 2 and 232 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 144 lb up at 1-6-1, 173 lb down and 144 lb up at 1-6-1, and 53 lb down and 77 lb up at 4-4-0, and 53 lb down and 77 lb up at 4-4-0 on top chord , and 171 lb down and 90 lb up at 1-6-1, 171 lb down and 90 lb up at 1-6-1, and 12 lb down and 5 lb up at 4-4-0, and 12 lb down and 5 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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=120(F=60, B=60) 13=102(F=51, B=51) 14=5(F=3, B=3) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss KJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333639 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:19 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-BoKUlA53mD7JEOx6r62Ui?FJoJDkIfaJghuL0_zykR2 Scale: 1/2"=1' 1 2 3 7 6 11 12 13 4 14 15 16 53x5 3x4 2x3 3x4 5-1-9 5-1-9 9-10-1 4-8-7 -2-9-15 2-9-15 5-1-9 5-1-9 9-10-1 4-8-7 0-4-33-9-140-4-43-5-113-9-144.24 12 Plate Offsets (X,Y)-- [2:0-0-5,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.41 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.08 -0.01 (loc) 7-10 6-7 5 l/defl >986 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 44 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 7-9-10 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=308(LC 8) Max Uplift 4=-162(LC 8), 2=-710(LC 8), 5=-365(LC 8) Max Grav 4=170(LC 1), 2=783(LC 28), 5=361(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-877/712 BOT CHORD 2-7=-786/794, 6-7=-786/794 WEBS 3-7=-252/266, 3-6=-862/853 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 4, 710 lb uplift at joint 2 and 365 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 144 lb up at 1-6-1, 173 lb down and 144 lb up at 1-6-1, 53 lb down and 77 lb up at 4-4-0, 53 lb down and 77 lb up at 4-4-0, and 171 lb down and 165 lb up at 7-1-15, and 171 lb down and 165 lb up at 7-1-15 on top chord, and 108 lb down and 90 lb up at 1-6-1, 108 lb down and 90 lb up at 1-6-1, 12 lb down and 57 lb up at 4-4-0, 12 lb down and 57 lb up at 4-4-0, and 37 lb down and 103 lb up at 7-1-15, and 37 lb down and 103 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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=120(F=60, B=60) 13=-81(F=-40, B=-40) 14=102(F=51, B=51) 15=5(F=3, B=3) 16=-48(F=-24, B=-24) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss L Truss Type ROOF SPECIAL Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333640 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:20 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-g?usyW6hXWFAsXWJOpZjECnTejX41_ITuLevYQzykR1 Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 22 23 24 25 26 27 28 29 3x6 5x8 5x6 7x10 MT18HS 3x5 3x6 3x4 3x4 3x8 3x4 5x10 3x6 3x5 7-9-4 7-9-4 15-0-0 7-2-12 15-4-0 0-4-0 15-8-0 0-4-0 24-4-0 8-8-0 30-4-0 6-0-0 36-8-0 6-4-0 -2-0-0 2-0-0 7-9-4 7-9-4 15-0-0 7-2-12 15-4-0 0-4-0 15-8-0 0-4-0 20-0-0 4-4-0 24-4-0 4-4-0 30-4-0 6-0-0 36-8-0 6-4-0 38-8-0 2-0-0 0-4-33-6-37-10-30-4-33-6-36.00 12 Plate Offsets (X,Y)-- [8:0-7-8,0-2-4], [9:0-5-8,0-0-8], [12:0-4-4,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.47 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.37 0.04 0.15 (loc) 12-13 12-13 11 11-21 l/defl >999 >966 n/a >520 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 244/190 244/190 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 4-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 8-12 REACTIONS. (size)2=0-8-0, 11=0-8-0, 9=0-8-0 Max Horz 2=393(LC 11) Max Uplift 2=-838(LC 12), 11=-1289(LC 12), 9=-401(LC 10) Max Grav 2=1390(LC 1), 11=2288(LC 1), 9=7(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2181/1292, 4-5=-1394/966, 5-6=-1327/1007, 6-7=-1345/1018, 7-8=-1101/804, 8-9=-552/1203 BOT CHORD 2-15=-904/2073, 13-15=-904/2073, 12-13=-536/1261, 11-12=-1075/814, 9-11=-979/754 WEBS 4-15=0/310, 4-13=-945/653, 6-13=-330/315, 7-12=-904/753, 8-12=-1423/2470, 8-11=-2124/1340, 5-13=-460/727 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 1-7-3, Interior(1) 1-7-3 to 15-4-0, Exterior(2) 15-4-0 to 19-0-0, Interior(1) 19-0-0 to 30-4-0, Exterior(2) 30-4-0 to 34-0-0, Interior(1) 34-0-0 to 38-8-13 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 838 lb uplift at joint 2, 1289 lb uplift at joint 11 and 401 lb uplift at joint 9. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss L1 Truss Type ROOF SPECIAL Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333641 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:23 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-4aZ?aX8aqRdlj?Fu4y6QsrP_ywZ5EPMvaJsZ9lzykR_ Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 24 25 26 27 28 29 3x6 5x6 5x6 5x8 3x5 3x6 3x4 3x4 3x8 4x5 4x4 4x4 3x6 3x6 3x5 7-11-4 7-11-4 15-4-0 7-4-12 22-4-0 7-0-0 28-4-0 6-0-0 30-4-0 2-0-0 36-8-0 6-4-0 -2-0-0 2-0-0 7-11-4 7-11-4 15-4-0 7-4-12 22-4-0 7-0-0 28-4-0 6-0-0 30-4-0 2-0-0 32-2-12 1-10-12 36-8-0 4-5-4 38-8-0 2-0-0 0-4-34-6-38-0-30-4-34-6-36.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-8], [9:0-2-8,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.45 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.23 0.05 0.12 (loc) 17-20 17-20 11 17-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 193 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 4-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 7-14 REACTIONS. (size)2=0-8-0, 11=0-8-0, 9=0-8-0 Max Horz 2=396(LC 11) Max Uplift 2=-857(LC 12), 11=-1202(LC 12), 9=-336(LC 10) Max Grav 2=1425(LC 1), 11=2140(LC 1), 9=112(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2245/1343, 4-5=-1458/1021, 5-6=-1437/1039, 6-7=-1442/1098, 7-8=-199/268, 8-9=-392/934 BOT CHORD 2-17=-946/2098, 15-17=-946/2098, 14-15=-701/1473, 11-12=-738/578, 9-11=-738/578 WEBS 4-17=0/328, 4-15=-966/650, 5-15=-449/723, 6-15=-434/383, 6-14=-888/671, 7-14=-1087/1744, 7-12=-1187/725, 8-12=-691/1467, 8-11=-1967/1182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 1-7-3, Interior(1) 1-7-3 to 15-4-0, Exterior(2) 15-4-0 to 19-0-0, Interior(1) 19-0-0 to 28-4-0, Exterior(2) 28-4-0 to 32-0-0, Interior(1) 32-0-0 to 38-8-13 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 857 lb uplift at joint 2, 1202 lb uplift at joint 11 and 336 lb uplift at joint 9. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss L2 Truss Type ROOF SPECIAL Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333642 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:27 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-yLpWQvB4ug8ACcYfJoBM1haglYwvAAHUVwqmHWzykQw Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 24 25 26 27 28 29 3x6 5x6 5x6 5x8 3x5 3x6 3x4 3x4 3x8 3x4 4x4 4x4 3x6 3x6 3x5 7-11-4 7-11-4 15-4-0 7-4-12 20-4-0 5-0-0 26-4-0 6-0-0 30-4-0 4-0-0 36-8-0 6-4-0 -2-0-0 2-0-0 7-11-4 7-11-4 15-4-0 7-4-12 20-4-0 5-0-0 26-4-0 6-0-0 30-4-0 4-0-0 31-2-12 0-10-12 36-8-0 5-5-4 38-8-0 2-0-0 0-4-35-6-38-0-30-4-35-6-36.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-8], [9:0-5-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.46 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.22 0.05 0.12 (loc) 17-20 17-20 11 17-20 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 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15 REACTIONS. (size)2=0-8-0, 11=0-8-0, 9=0-8-0 Max Horz 2=396(LC 11) Max Uplift 2=-867(LC 12), 11=-1145(LC 12), 9=-349(LC 12) Max Grav 2=1442(LC 1), 11=2041(LC 1), 9=185(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2286/1383, 4-5=-1490/1063, 5-6=-1432/1101, 6-7=-1468/1157, 7-8=-733/617, 8-9=-301/791 BOT CHORD 2-17=-983/2141, 15-17=-983/2141, 14-15=-703/1488, 12-14=-140/564, 11-12=-588/484, 9-11=-588/484 WEBS 4-17=0/337, 4-15=-974/658, 5-15=-550/808, 6-15=-465/429, 6-14=-701/535, 7-14=-772/1212, 7-12=-831/543, 8-12=-735/1482, 8-11=-1886/1217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 1-7-3, Interior(1) 1-7-3 to 15-4-0, Exterior(2) 15-4-0 to 19-0-0, Interior(1) 19-0-0 to 26-4-0, Exterior(2) 26-4-0 to 30-0-0, Interior(1) 30-0-0 to 38-8-13 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 867 lb uplift at joint 2, 1145 lb uplift at joint 11 and 349 lb uplift at joint 9. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss L3 Truss Type ROOF SPECIAL Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333643 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:28 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-RXNudFCif_G1qm7rsVibZu6nXxFNvf4ekaaKpyzykQv Scale = 1:67.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 22 23 24 25 26 27 28 29 4x6 5x6 5x6 5x8 3x5 3x8 3x6 3x4 3x4 3x8 6x8 3x6 5x6 9-6-0 9-6-0 18-4-0 8-10-0 24-4-0 6-0-0 30-4-0 6-0-0 30-8-0 0-4-0 36-8-0 6-0-0 -2-0-0 2-0-0 7-11-4 7-11-4 15-4-0 7-4-12 18-4-0 3-0-0 24-4-0 6-0-0 30-2-12 5-10-12 30-4-0 0-1-4 36-8-0 6-4-0 0-4-36-6-38-0-30-4-36-6-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [3:0-3-0,Edge], [7:0-6-0,0-2-8], [12:0-1-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.57 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.50 -0.37 0.04 (loc) 15-21 13-15 10 l/defl >730 >989 n/a L/d 240 240 n/a PLATES MT20 Weight: 194 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 4-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-14 oc bracing. WEBS 1 Row at midpt 5-15, 5-13, 7-13, 8-11 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=384(LC 11) Max Uplift 2=-1106(LC 9), 10=-1440(LC 9) Max Grav 2=1547(LC 17), 10=1990(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2443/3126, 4-5=-2295/3201, 5-6=-1775/2710, 6-7=-1555/2334, 7-8=-1096/1548, 8-9=-810/606 BOT CHORD 2-15=-2683/2340, 13-15=-1501/1454, 12-13=-1029/963, 11-12=-1044/977, 10-11=-441/833, 9-10=-441/833 WEBS 4-15=-630/616, 5-15=-1572/1075, 5-13=-1201/693, 6-13=-1008/1472, 7-13=-1352/1010, 7-12=-626/677, 8-10=-1851/2485, 8-11=-2066/1462 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 1-7-3, Interior(1) 1-7-3 to 15-4-0, Exterior(2) 15-4-0 to 18-4-0, Interior(1) 18-4-0 to 24-4-0, Exterior(2) 24-4-0 to 28-0-0, Interior(1) 28-0-0 to 36-8-0 zone; cantilever right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1106 lb uplift at joint 2 and 1440 lb uplift at joint 10. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss L4 Truss Type ROOF SPECIAL Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333644 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:29 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-vjxGraCKQHOuRwi1QCDq66fyvLc_e5cnzEJtMPzykQu Scale = 1:67.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 23 24 25 26 27 28 29 4x6 5x6 5x6 7x8 4x6 3x6 4x6 3x4 3x4 5x12 3x5 3x5 3x6 3x6 4x6 7-11-4 7-11-4 16-4-0 8-4-12 22-4-0 6-0-0 30-4-0 8-0-0 30-8-0 0-4-0 36-8-0 6-0-0 -2-0-0 2-0-0 7-11-4 7-11-4 15-4-0 7-4-12 16-4-0 1-0-0 22-4-0 6-0-0 29-2-12 6-10-12 30-4-0 1-1-4 36-8-0 6-4-0 0-4-37-6-38-0-30-4-37-6-36.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [3:0-3-0,Edge], [7:0-5-8,0-2-4], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.48 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.25 -0.05 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 199 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 4-5-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. WEBS 1 Row at midpt 4-14, 5-14, 7-14, 9-13 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=384(LC 11) Max Uplift 2=-1102(LC 9), 11=-1403(LC 9) Max Grav 2=1496(LC 17), 11=1990(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2344/3230, 4-5=-1463/2111, 5-6=-1425/2342, 6-7=-1336/2179, 7-9=-1221/1745, 9-10=-730/556 BOT CHORD 2-16=-2765/2247, 14-16=-2765/2247, 13-14=-1186/1063, 11-13=-388/756, 10-11=-388/756 WEBS 4-16=-616/358, 4-14=-1002/1427, 5-14=-1594/863, 6-14=-749/1066, 7-14=-826/604, 7-13=-404/295, 9-11=-1796/2348, 9-13=-2045/1456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 1-7-3, Interior(1) 1-7-3 to 15-4-0, Exterior(2) 15-4-0 to 16-4-0, Interior(1) 16-4-0 to 22-4-0, Exterior(2) 22-4-0 to 26-0-0, Interior(1) 26-0-0 to 36-8-0 zone; cantilever right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1102 lb uplift at joint 2 and 1403 lb uplift at joint 11. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss L5 Truss Type HIP Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333645 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:30 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-NwUe2wDzBbWl34HE_wk3eJCAxlxnNWZxBu3RurzykQt Scale = 1:66.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 24 25 26 27 28 29 4x6 5x6 5x8 3x6 3x8 4x6 3x4 3x4 3x4 3x8 3x4 3x8 6x8 3x5 4x6 3x4 8-5-4 8-5-4 16-4-0 7-10-12 20-4-0 4-0-0 30-4-0 10-0-0 30-8-0 0-4-0 36-8-0 6-0-0 -2-0-0 2-0-0 5-9-11 5-9-11 11-0-13 5-3-3 16-4-0 5-3-3 20-4-0 4-0-0 25-7-3 5-3-3 30-4-0 4-8-13 30-10-5 0-6-5 36-8-0 5-9-11 0-4-38-6-30-4-38-6-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [4:0-3-0,Edge], [6:0-3-0,0-2-0], [7:0-6-0,0-2-8], [11:0-2-8,Edge], [12:0-3-8,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.57 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.48 -0.39 -0.06 (loc) 12-14 12-14 12 l/defl >756 >941 n/a L/d 240 240 n/a PLATES MT20 Weight: 206 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 4-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. WEBS 1 Row at midpt 7-14, 8-12 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=407(LC 11) Max Uplift 2=-1089(LC 9), 12=-1368(LC 9) Max Grav 2=1529(LC 17), 12=1990(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2506/3315, 3-5=-2245/3219, 5-6=-1382/2131, 6-7=-1190/2005, 7-8=-1209/1917, 8-10=-482/543, 10-11=-718/583 BOT CHORD 2-17=-2901/2438, 15-17=-2200/1895, 14-15=-1229/1123, 12-14=-865/791, 11-12=-428/763 WEBS 3-17=-420/400, 5-17=-998/596, 5-15=-830/1113, 6-15=-682/314, 7-15=-564/468, 8-14=-645/480, 8-12=-1753/2329, 10-12=-475/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 1-7-3, Interior(1) 1-7-3 to 16-4-0, Exterior(2) 16-4-0 to 25-7-3, Interior(1) 25-7-3 to 36-8-0 zone; cantilever right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1089 lb uplift at joint 2 and 1368 lb uplift at joint 12. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss L6 Truss Type COMMON Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333646 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:31 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-r620GGEbyvechEsQYdGIBXkKE9HC6154QYo_QHzykQs Scale = 1:66.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 23 24 25 26 27 28 29 5x6 WB 5x6 3x6 3x6 4x6 3x4 3x4 3x4 3x8 3x4 4x4 3x5 3x6 3x6 4x6 8-4-6 8-4-6 18-4-0 9-11-10 25-4-0 7-0-0 31-10-1 6-6-1 32-3-12 0-5-10 36-8-0 4-4-4 -2-0-0 2-0-0 6-5-11 6-5-11 12-4-13 5-11-3 18-4-0 5-11-3 25-4-0 7-0-0 30-2-5 4-10-5 31-10-1 1-7-12 36-8-0 4-9-15 0-4-39-6-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [4:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.59 0.56 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.49 -0.06 (loc) 14-16 14-16 11 l/defl >688 >783 n/a L/d 240 240 n/a PLATES MT20 Weight: 196 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 4-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-3 oc bracing. WEBS 1 Row at midpt 5-16, 5-14, 6-14, 7-14, 9-12 REACTIONS. (size)2=0-8-0, 11=0-11-5 Max Horz 2=452(LC 11) Max Uplift 2=-1143(LC 9), 11=-1297(LC 9) Max Grav 2=1625(LC 17), 11=1895(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2703/3480, 3-5=-2508/3467, 5-6=-1405/2157, 6-7=-1468/2133, 7-9=-1448/2011, 9-10=-557/424 BOT CHORD 2-16=-3011/2636, 14-16=-2126/1973, 12-14=-1537/1264, 11-12=-299/584, 10-11=-299/584 WEBS 3-16=-450/420, 5-16=-1228/789, 5-14=-910/1098, 6-14=-1491/847, 7-12=-456/370, 9-11=-1734/2285, 9-12=-2193/1609 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 1-7-3, Interior(1) 1-7-3 to 18-4-0, Exterior(2) 18-4-0 to 22-0-0, Interior(1) 22-0-0 to 36-8-0 zone; cantilever right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1143 lb uplift at joint 2 and 1297 lb uplift at joint 11. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss M Truss Type Half Hip Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333647 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:32 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-JIcOTcFDjCmTIORc5LnXjkHXaZhgrTpEfCYXykzykQr Scale = 1:26.5 1 2 3 4 6 5 10 11 12 13 3x4 3x4 2x3 4x8 6x8 7-0-0 7-0-0 13-8-8 6-8-8 -2-0-0 2-0-0 7-0-0 7-0-0 13-8-8 6-8-8 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [3:0-5-8,0-2-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.29 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.12 0.01 0.10 (loc) 6-9 6-9 5 6-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 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 8-10-12 oc bracing. REACTIONS. (size)2=0-8-0, 5=Mechanical Max Horz 2=313(LC 12) Max Uplift 2=-484(LC 12), 5=-343(LC 9) Max Grav 2=766(LC 1), 5=599(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-816/493 BOT CHORD 2-6=-580/648, 5-6=-580/656 WEBS 3-6=-4/319, 3-5=-711/629 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 7-0-0, Exterior(2) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 13-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 484 lb uplift at joint 2 and 343 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss M1 Truss Type Half Hip Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333648 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:33 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-nVAnhyGrTWuKwX0pf2ImGyqb0yuAa0FNusH5VAzykQq Scale = 1:30.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 18 19 20 6x8 3x6 5x6 3x4 5x8 3x4 3x4 3x4 4x8 3x4 2x3 3x4 2x3 1-11-8 1-11-8 2-8-0 0-8-8 5-0-0 2-4-0 9-0-0 4-0-0 11-4-0 2-4-0 13-8-8 2-4-8 -2-0-0 2-0-0 2-8-0 2-8-0 5-0-0 2-4-0 9-0-0 4-0-0 11-4-0 2-4-0 13-8-8 2-4-8 0-4-34-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-0-0], [5:0-5-4,0-2-0], [10:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.79 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.44 0.22 0.32 (loc) 13 13 8 13 l/defl >894 >369 n/a >511 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 6-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing. REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=375(LC 12) Max Uplift 8=-349(LC 12), 2=-462(LC 12) Max Grav 8=602(LC 1), 2=783(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-16=-345/0, 3-4=-1550/1093, 4-5=-640/446, 5-6=-308/280, 6-7=-301/275, 7-8=-573/545 BOT CHORD 3-12=-1290/1474, 11-12=-1290/1474, 10-11=-485/535 WEBS 5-11=-250/387, 5-10=-396/358, 7-10=-538/590, 4-12=-154/339, 4-11=-1019/870, 3-14=-185/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 13-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 8 and 462 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss M2 Truss Type Half Hip Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333649 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:34 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-Fhk9uIGTEq0BYha?Dmp?p9MlmMEdJSrW6W1e1czykQp Scale = 1:37.4 1 2 3 4 5 6 7 13 12 11 10 9 8 17 18 3x6 3x6 3x6 5x6 3x4 4x4 3x4 3x5 3x4 3x4 2x3 2x3 1-11-8 1-11-8 2-8-0 0-8-8 5-0-0 2-4-0 11-4-0 6-4-0 13-8-8 2-4-8 -2-0-0 2-0-0 2-8-0 2-8-0 5-0-0 2-4-0 11-0-0 6-0-0 11-4-0 0-4-0 13-8-8 2-4-8 0-4-35-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-0-0], [5:0-3-0,0-2-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.77 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.44 0.27 0.32 (loc) 12 12 8 12 l/defl >887 >366 n/a >515 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 6-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=436(LC 12) Max Uplift 8=-372(LC 12), 2=-439(LC 12) Max Grav 8=622(LC 17), 2=784(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-15=-345/0, 3-4=-1632/1011, 4-5=-398/170, 5-6=-277/269, 7-8=-649/628 BOT CHORD 3-11=-1307/1579, 10-11=-1307/1580, 9-10=-541/569, 6-10=-184/348 WEBS 4-10=-1333/1062, 7-9=-644/651, 3-13=-179/328, 4-11=-81/387 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-0-0, Exterior(2) 11-0-0 to 13-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 lb uplift at joint 8 and 439 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss M3 Truss Type Half Hip Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333650 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:35 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-jtIX5eH5?7829r9BnTKELNvwWmbw2v1gLAmCZ2zykQo Scale = 1:42.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 3x6 3x6 6x8 4x4 5x6 3x4 6x8 3x4 3x4 3x4 3x4 2x3 2x3 1-11-8 1-11-8 2-8-0 0-8-8 5-0-0 2-4-0 11-4-0 6-4-0 13-8-8 2-4-8 -2-0-0 2-0-0 2-8-0 2-8-0 5-0-0 2-4-0 11-4-0 6-4-0 13-0-0 1-8-0 13-8-8 0-8-8 0-4-36-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-0-0], [7:0-3-0,0-2-0], [11:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.77 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.44 0.23 0.32 (loc) 13 13 9 13 l/defl >887 >367 n/a >509 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 6-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=498(LC 12) Max Uplift 9=-399(LC 12), 2=-412(LC 12) Max Grav 9=653(LC 17), 2=781(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-16=-349/0, 3-4=-1614/802, 4-6=-405/70, 6-7=-344/271, 7-8=-268/239, 8-9=-618/562 BOT CHORD 3-12=-1172/1578, 11-12=-1172/1578, 6-11=-356/488 WEBS 4-11=-1318/930, 8-11=-685/767, 4-12=-94/397, 3-14=-166/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 13-0-0, Exterior(2) 13-0-0 to 13-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 9 and 412 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss M4 Truss Type Monopitch Qty 4 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333651 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:35 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-jtIX5eH5?7829r9BnTKELNvwWmav2v9gLAmCZ2zykQo Scale = 1:42.4 1 2 3 4 5 6 7 13 12 11 10 9 8 17 18 3x6 6x8 3x5 5x6 3x4 6x8 3x4 3x4 3x4 3x4 2x3 2x3 1-11-8 1-11-8 2-8-0 0-8-8 5-0-0 2-4-0 11-4-0 6-4-0 13-8-8 2-4-8 -2-0-0 2-0-0 2-8-0 2-8-0 5-0-0 2-4-0 11-4-0 6-4-0 13-8-8 2-4-8 0-4-37-2-71-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [3:0-2-3,0-0-0], [10:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.77 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.44 0.23 0.32 (loc) 12 12 8 12 l/defl >886 >367 n/a >508 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 6-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=514(LC 12) Max Uplift 8=-407(LC 12), 2=-404(LC 12) Max Grav 8=663(LC 17), 2=779(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-15=-353/0, 3-4=-1609/720, 4-6=-406/43, 6-7=-359/222, 7-8=-628/530 BOT CHORD 3-11=-1089/1577, 10-11=-1089/1577, 6-10=-395/453 WEBS 4-10=-1315/876, 7-10=-636/805, 4-11=-90/397, 3-13=-156/331 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 13-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 407 lb uplift at joint 8 and 404 lb uplift at joint 2.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss M5 Truss Type Monopitch Qty 3 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333652 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:36 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-C4svJ_IjmRGvn?kOKArTuaSECA2hnFNpaqWl5VzykQn Scale = 1:41.3 1 2 3 4 5 7 6 11 12 3x4 3x4 3x4 2x3 6x8 4x6 7-1-0 7-1-0 13-8-8 6-7-8 -2-0-0 2-0-0 7-1-0 7-1-0 13-8-8 6-7-8 0-4-37-2-76.00 12 Plate Offsets (X,Y)-- [3:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.29 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.11 0.01 0.05 (loc) 7-10 7-10 6 7-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 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 9-9-6 oc bracing. REACTIONS. (size)2=0-8-0, 6=Mechanical Max Horz 2=514(LC 12) Max Uplift 2=-408(LC 12), 6=-408(LC 12) Max Grav 2=767(LC 17), 6=660(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-846/194, 5-6=-202/275 BOT CHORD 2-7=-542/751, 6-7=-542/751 WEBS 4-7=0/317, 4-6=-844/605 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 13-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 lb uplift at joint 2 and 408 lb uplift at joint 6.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss MV2 Truss Type Valley Qty 4 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333653 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:37 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-gGQHWKJMXlOmP9JauuMiQo_TYaStWuBzoUFIexzykQm Scale = 1:7.8 1 2 3 3x4 2-0-0 2-0-0 1-0-06.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=43(LC 12) Max Uplift 1=-22(LC 12), 2=-47(LC 12) Max Grav 1=63(LC 17), 2=55(LC 17), 3=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 47 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss MV4 Truss Type Valley Qty 4 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333654 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:38 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-8SzgkfJ_I2Wc0JumSbuxz?XXqzlPFLR618?sANzykQl Scale = 1:12.8 1 2 3 3x4 3x4 3x4 4-0-0 4-0-0 2-0-06.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.57 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=100(LC 12) Max Uplift 1=-51(LC 12), 3=-101(LC 12) Max Grav 1=148(LC 17), 3=160(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 1 and 101 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss MV6 Truss Type Valley Qty 3 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333655 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:39 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-cfX2x?Kc3MeTeSTy0JPAWD4mqN6?_mdGGokPiqzykQk Scale = 1:18.5 1 2 3 5 4 6 7 3x4 3x4 3x4 2x3 2x3 6-0-0 6-0-0 3-0-06.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.12 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=161(LC 12) Max Uplift 4=-70(LC 12), 5=-205(LC 12) Max Grav 1=74(LC 1), 4=111(LC 17), 5=325(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-290/127 WEBS 2-5=-276/447 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 4 and 205 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss MV8 Truss Type Valley Qty 2 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333656 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:39 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-cfX2x?Kc3MeTeSTy0JPAWD4jgN4M_mMGGokPiqzykQk Scale: 1/2"=1' 1 2 3 5 4 6 3x4 3x4 3x4 2x3 2x3 8-0-0 8-0-0 4-0-06.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.50 0.22 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=223(LC 12) Max Uplift 4=-94(LC 12), 5=-283(LC 12) Max Grav 1=108(LC 1), 4=148(LC 17), 5=448(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-343/164 WEBS 2-5=-362/503 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 4 and 283 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss MV10 Truss Type Valley Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333657 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:37 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-gGQHWKJMXlOmP9JauuMiQo_KVaN?WsmzoUFIexzykQm Scale = 1:28.7 1 2 3 5 4 6 7 3x4 3x4 3x4 2x3 2x3 10-0-0 10-0-0 5-0-06.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.34 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-0-0, 4=10-0-0, 5=10-0-0 Max Horz 1=284(LC 12) Max Uplift 4=-123(LC 12), 5=-349(LC 12) Max Grav 1=151(LC 1), 4=194(LC 17), 5=553(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-364/180, 3-4=-154/253 WEBS 2-5=-434/524 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 9-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 4 and 349 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss N Truss Type Common Qty 4 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333658 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:40 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-4r5Q9LLEqgnKGc29Z0wP2QcwnnPSjE0PVSUyEGzykQj Scale = 1:26.5 1 2 3 4 5 12 13 14 15 3x5 3x4 2x3 4x6 7-0-0 7-0-0 13-8-8 6-8-8 -2-0-0 2-0-0 7-0-0 7-0-0 13-8-8 6-8-8 0-4-33-10-30-5-156.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-0-0,0-0-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.30 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.01 0.07 (loc) 5-11 5-11 4 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 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)4=Mechanical, 2=0-8-0 Max Horz 2=177(LC 11) Max Uplift 4=-306(LC 12), 2=-516(LC 12) Max Grav 4=606(LC 1), 2=772(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-848/562, 3-4=-849/593 BOT CHORD 2-5=-367/669, 4-5=-367/669 WEBS 3-5=-53/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 13-8-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 306 lb uplift at joint 4 and 516 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss N1 Truss Type Half Hip Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333659 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:41 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-Y1foMhMsbzvBtmdL7kRebe952BlVScUYj6DWnizykQi Scale = 1:29.1 1 2 3 4 5 7 6 11 12 13 4x5 3x6 3x5 2x3 3x8 3x5 8-4-0 8-4-0 13-8-8 5-4-8 -2-0-0 2-0-0 4-5-4 4-5-4 8-4-0 3-10-12 13-8-8 5-4-8 0-4-34-6-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.31 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.01 -0.03 (loc) 7-10 7-10 6 7-10 l/defl >999 >969 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 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 8-2-13 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=354(LC 12) Max Uplift 6=-343(LC 12), 2=-473(LC 12) Max Grav 6=599(LC 1), 2=769(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-916/610, 3-4=-608/383, 4-5=-492/426, 5-6=-563/540 BOT CHORD 2-7=-800/842 WEBS 3-7=-397/413, 5-7=-532/619 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 8-4-0, Exterior(2) 8-4-0 to 12-6-15, Interior(1) 12-6-15 to 13-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 lb uplift at joint 6 and 473 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss N2 Truss Type Half Hip Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333660 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:42 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-0DDAZ1NUMH12VwCXhRyt7riGgb7fB39iymz3J8zykQh Scale = 1:34.1 1 2 3 4 5 8 7 6 12 13 3x4 3x4 3x4 2x3 3x4 4x8 6x8 5-5-4 5-5-4 10-4-0 4-10-12 13-8-8 3-4-8 -2-0-0 2-0-0 5-5-4 5-5-4 10-4-0 4-10-12 13-8-8 3-4-8 0-4-35-6-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.19 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.01 0.02 (loc) 8-11 8-11 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 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 8-7-12 oc bracing. REACTIONS. (size)2=0-8-0, 6=Mechanical Max Horz 2=416(LC 12) Max Uplift 2=-451(LC 12), 6=-364(LC 12) Max Grav 2=772(LC 17), 6=610(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-928/464, 3-4=-410/213 BOT CHORD 2-8=-725/836, 7-8=-725/836, 6-7=-296/315 WEBS 3-7=-609/495, 4-7=-207/381, 4-6=-591/556 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 10-4-0, Exterior(2) 10-4-0 to 13-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 2 and 364 lb uplift at joint 6. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss N3 Truss Type Half Hip Qty 1 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333661 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:42 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-0DDAZ1NUMH12VwCXhRyt7ri9Fb2LBzPiymz3J8zykQh Scale = 1:40.2 1 2 3 4 5 6 9 8 7 13 14 4x4 3x4 3x4 3x4 3x4 2x3 6x8 3x6 6-5-4 6-5-4 12-4-0 5-10-12 13-8-8 1-4-8 -2-0-0 2-0-0 6-5-4 6-5-4 12-4-0 5-10-12 13-8-8 1-4-8 0-4-36-6-36.00 12 Plate Offsets (X,Y)-- [6:Edge,0-1-8], [7:Edge,0-1-8], [8:0-3-8,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.46 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.23 0.01 0.17 (loc) 8-9 8-9 7 8-9 l/defl >999 >709 n/a >939 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 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 8-0-12 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=477(LC 12) Max Uplift 7=-390(LC 12), 2=-425(LC 12) Max Grav 7=640(LC 17), 2=770(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-911/336 BOT CHORD 2-9=-661/821, 8-9=-661/821 WEBS 4-9=-51/336, 4-8=-872/692 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 12-4-0, Exterior(2) 12-4-0 to 13-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 7 and 425 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss SGE Truss Type Common Structural Gable Qty 2 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333662 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:43 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-UQnZnNN67b9v74nkF9T6g2ETZ_SdwbdrBQidrbzykQg Scale = 1:18.0 1 2 3 4 5 6 7 9 8 4x8 3x4 3x4 4x6 4x8 3x4 3x4 2x3 2x3 2x3 2x3 2x3 1-9-7 1-9-7 1-11-1 0-1-9 2-9-0 0-9-15 6-9-0 4-0-0 7-6-15 0-9-15 7-8-9 0-1-9 9-6-0 1-9-7 1-9-7 1-9-7 1-11-1 0-1-9 2-9-0 0-9-15 4-9-0 2-0-0 6-9-0 2-0-0 7-6-15 0-9-15 7-8-9 0-1-9 9-6-0 1-9-7 0-4-32-4-120-4-36.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-2-8,Edge], [7:0-3-8,Edge], [7:0-2-8,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.25 0.20 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.11 0.00 0.08 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 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 10-0-0 oc bracing. REACTIONS. (size)1=1-8-0, 7=1-8-0 Max Horz 1=-85(LC 10) Max Uplift 1=-224(LC 12), 7=-224(LC 12) Max Grav 1=427(LC 1), 7=427(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-630/542, 3-4=-556/529, 4-5=-556/529, 5-7=-630/542 BOT CHORD 1-9=-400/551, 8-9=-400/551, 7-8=-400/551 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-9-0, Interior(1) 2-9-0 to 4-9-0, Exterior(2) 4-9-0 to 7-9-0, Interior(1) 7-9-0 to 9-6-0 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) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 1 and 224 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss V4 Truss Type Valley Qty 2 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333663 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:45 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-RouJC3PNfCPdMNw6MZWalTKqmo8lOWA8ekBjwTzykQe Scale = 1:7.7 1 2 3 3x4 3x6 3x4 4-0-0 4-0-0 2-0-0 2-0-0 4-0-0 2-0-0 1-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=-29(LC 10) Max Uplift 1=-65(LC 12), 3=-65(LC 12) Max Grav 1=124(LC 1), 3=124(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 1 and 65 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77016 Truss V8 Truss Type Valley Qty 2 Ply 1 109 CHARLESTON OAK/ EVANS Job Reference (optional) T22333664 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Jan 4 12:30:46 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:8yb8NWDdKf0VTkM6lISdHwyYuWk-v?ShPPQ?PWXU_XVJwH1pIhsudCTQ7yBHtOxHSwzykQd Scale = 1:14.7 1 2 3 4 5 6 7 8 3x4 4x4 3x4 2x3 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 2-0-06.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.20 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 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 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=70(LC 11) Max Uplift 1=-100(LC 12), 3=-100(LC 12), 4=-118(LC 12) Max Grav 1=155(LC 1), 3=160(LC 18), 4=299(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-214/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 4-0-0, Exterior(2) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 7-4-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 1, 100 lb uplift at joint 3 and 118 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 4,2021 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