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HomeMy WebLinkAboutREVIEWED, truss book6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 76929 - Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 170 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 22 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: DOYLE MASONRY Project Name: WETMILLER Model: Subdivision: Address: UNKNOWN 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: February 15,2021 ORegan, Philip The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T22843999 A Date 2/15/212T22844000A12/15/213T22844001A22/15/214T22844002AA2/15/215T22844003B2/15/216T22844004B12/15/217T22844005BH62/15/218T22844006GEB2/15/219T22844007GRB2/15/2110T22844008J12/15/2111T22844009J1B2/15/2112T22844010J32/15/2113T22844011J3B2/15/2114T22844012J3C2/15/21 No.Seal#Truss Name 15 T22844013 J5 Date 2/15/2116T22844014J5B2/15/2117T22844015J5C2/15/2118T22844016J62/15/2119T22844017J6C2/15/2120T22844018KJA2/15/2121T22844019KJC2/15/2122T22844020V42/15/21 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss A Truss Type Common Qty 1 Ply 1 Job Reference (optional) T22843999 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:49:53 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-RsPdSNoi0SMUGcdWZFrzWSND29OBNWeAdeAeOqzkxji Scale = 1:59.7 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 23 24 25 26 3x6 4x5 3x6 3x5 3x6 3x8 3x4 3x4 2x3 3x4 3x4 2x3 3x6 3x5 8-10-5 8-10-5 16-6-0 7-7-11 24-1-11 7-7-11 33-0-0 8-10-5 -2-0-0 2-0-0 6-4-11 6-4-11 11-2-10 4-9-15 16-6-0 5-3-6 21-9-6 5-3-6 26-7-5 4-9-15 33-0-0 6-4-11 35-0-0 2-0-0 0-4-17-2-90-4-15.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [10:0-0-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.57 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.33 0.11 0.20 (loc) 14 16-19 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=308(LC 11) Max Uplift 2=-934(LC 12), 10=-934(LC 12) Max Grav 2=1629(LC 1), 10=1629(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3137/1777, 3-5=-2841/1669, 5-6=-2001/1302, 6-7=-2001/1302, 7-9=-2841/1669, 9-10=-3137/1777 BOT CHORD 2-16=-1461/2841, 14-16=-1127/2331, 12-14=-1164/2331, 10-12=-1498/2833 WEBS 6-14=-658/1129, 7-14=-806/555, 7-12=-221/546, 9-12=-431/337, 5-14=-806/555, 5-16=-221/546, 3-16=-431/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 1-2-15, Interior(1) 1-2-15 to 16-6-0, Exterior(2R) 16-6-0 to 19-9-10, Interior(1) 19-9-10 to 35-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 934 lb uplift at joint 2 and 934 lb uplift at joint 10. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss A1 Truss Type ROOF SPECIAL Qty 7 Ply 1 Job Reference (optional) T22844000 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:49:54 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-v2z?gipKnmULumCi6yMC3gwMEZjb6yTJsIwBwGzkxjh Scale = 1:60.6 1 2 3 4 5 6 7 8 9 10 11 15 14 13 1222 23 24 25 26 3x6 4x6 4x6 3x5 5x6 3x8 3x8 4x12 2x3 2x3 6x8 3x4 2x3 5-0-0 5-0-0 5-5-8 0-5-8 11-8-14 6-3-6 16-6-0 4-9-2 18-10-4 2-4-4 19-0-0 0-1-12 25-3-7 6-3-7 33-0-0 7-8-9 -2-0-0 2-0-0 5-5-8 5-5-8 11-8-14 6-3-6 16-6-0 4-9-2 19-0-0 2-6-0 25-3-7 6-3-7 33-0-0 7-8-9 35-0-0 2-0-0 0-4-17-2-90-4-12-9-145.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-6,0-0-4], [9:0-3-0,Edge], [15:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.62 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.52 0.24 0.27 (loc) 12-13 12-13 10 12-13 l/defl >999 >640 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 3-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. WEBS 1 Row at midpt 3-14, 8-13 REACTIONS. (size)15=0-5-8, 10=0-5-8 Max Horz 15=308(LC 11) Max Uplift 15=-1381(LC 12), 10=-726(LC 12) Max Grav 15=1952(LC 1), 10=1306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1284/981, 3-5=-1488/545, 5-6=-1565/724, 6-7=-2721/1349, 7-8=-2758/1221, 8-10=-4064/1888 BOT CHORD 2-15=-830/1353, 14-15=-1029/1479, 13-14=-293/1514, 12-13=-1618/3757, 10-12=-1618/3753 WEBS 3-15=-1633/1209, 3-14=-1510/2262, 5-14=-464/425, 7-13=-381/380, 8-13=-1326/848, 8-12=0/264, 6-13=-924/1911, 6-14=-388/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 1-2-15, Interior(1) 1-2-15 to 16-6-0, Exterior(2R) 16-6-0 to 19-9-10, Interior(1) 19-9-10 to 35-0-11 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1381 lb uplift at joint 15 and 726 lb uplift at joint 10. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss A2 Truss Type COMMON Qty 4 Ply 1 Job Reference (optional) T22844001 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:49:55 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-NFWNt2qzY3cCVwnvggtRctSa3z5erPBT5ygkTizkxjg Scale = 1:59.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 24 25 26 27 28 3x6 4x5 3x6 3x5 3x6 4x8 3x6 4x5 3x4 3x8 3x4 3x4 2x3 3x6 3x5 5-0-0 5-0-0 5-2-12 0-2-12 10-7-9 5-4-13 16-6-0 5-10-7 24-1-11 7-7-11 33-0-0 8-10-5 -2-0-0 2-0-0 5-2-12 5-2-12 10-7-9 5-4-13 16-6-0 5-10-7 21-9-6 5-3-6 26-7-5 4-9-15 33-0-0 6-4-11 35-0-0 2-0-0 0-4-17-2-90-4-15.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0], [10:0-0-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.50 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.27 0.04 0.09 (loc) 12-23 12-23 10 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 3-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)17=0-5-8, 10=0-5-8 Max Horz 17=-308(LC 10) Max Uplift 17=-1359(LC 12), 10=-737(LC 12) Max Grav 17=1936(LC 1), 10=1322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1272/980, 3-5=-1109/458, 5-6=-1221/739, 6-7=-1218/770, 7-9=-2056/1115, 9-10=-2355/1219 BOT CHORD 2-17=-838/1350, 16-17=-838/1312, 14-16=-139/1013, 12-14=-621/1601, 10-12=-962/2113 WEBS 3-17=-1792/1452, 3-16=-1432/1850, 5-16=-609/606, 5-14=-243/255, 6-14=-227/592, 7-14=-811/556, 7-12=-227/557, 9-12=-436/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 1-2-15, Interior(1) 1-2-15 to 16-6-0, Exterior(2R) 16-6-0 to 19-9-10, Interior(1) 19-9-10 to 35-0-11 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 1359 lb uplift at joint 17 and 737 lb uplift at joint 10. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss AA Truss Type ROOF SPECIAL Qty 3 Ply 1 Job Reference (optional) T22844002 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:49:56 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-sR4l5OrbINk374M5ENOg85?cCNNDatEcJbPI?9zkxjf Scale = 1:58.2 2 3 4 5 6 7 8 9 10 1117 16 15 14 13 12 1 18 29 30 31 32 5x6 5x8 3x6 7x8 6x8 3x4 3x4 4x6 5x8 3x4 3x4 2x3 2x3 3x4 4x10 3x5 2-5-8 2-5-8 8-6-8 6-1-0 12-5-8 3-11-1 16-6-0 4-0-8 24-5-2 7-11-2 33-0-0 8-6-14 2-5-8 2-5-8 8-6-8 6-1-0 12-5-8 3-11-1 16-6-0 4-0-8 21-9-6 5-3-6 27-0-13 5-3-6 33-0-0 5-11-3 35-0-0 2-0-0 0-4-17-2-90-4-10-8-05.00 12 Plate Offsets (X,Y)-- [1:0-5-0,0-1-11], [2:0-2-11,Edge], [10:0-0-6,Edge], [16:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.74 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.68 0.28 0.44 (loc) 17-21 17-21 10 17-21 l/defl >999 >583 n/a >907 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 4-6: 2x6 SP No.2, 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SP M 30 *Except* 2-16: 2x4 SP M 31, 5-15: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-14 oc bracing. REACTIONS. (size)1=0-5-8, 10=0-5-8 Max Horz 1=-302(LC 10) Max Uplift 1=-746(LC 12), 10=-935(LC 12) Max Grav 1=1484(LC 1), 10=1624(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-617/403, 2-3=-3742/2144, 3-5=-2789/1706, 5-6=-2696/1766, 6-7=-2010/1311, 7-9=-2849/1682, 9-10=-3161/1815 BOT CHORD 2-17=-1826/3513, 16-17=-1826/3513, 12-14=-1180/2320, 10-12=-1540/2860 WEBS 14-16=-650/1543, 6-16=-808/1325, 6-14=-233/462, 7-14=-795/553, 7-12=-208/546, 9-12=-438/345, 3-17=-66/347, 3-16=-1337/790 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-6-6, Interior(1) 3-6-6 to 16-6-0, Exterior(2R) 16-6-0 to 19-9-10, Interior(1) 19-9-10 to 35-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 746 lb uplift at joint 1 and 935 lb uplift at joint 10. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss B Truss Type Common Qty 1 Ply 1 Job Reference (optional) T22844003 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:49:56 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-sR4l5OrbINk374M5ENOg85?luNW9a2OcJbPI?9zkxjf Scale = 1:22.6 1 2 3 4 56 13 14 3x4 3x4 2x3 4x4 4-0-0 4-0-0 8-0-0 4-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 8-0-0 4-0-0 10-0-0 2-0-0 0-4-12-0-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [4:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.17 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.02 (loc) 6-9 6-9 4 6-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 4=0-5-8 Max Horz 2=-90(LC 10) Max Uplift 2=-358(LC 12), 4=-358(LC 12) Max Grav 2=504(LC 1), 4=504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-539/456, 3-4=-540/458 BOT CHORD 2-6=-162/456, 4-6=-162/456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 10-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 2 and 358 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss B1 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T22844004 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:49:57 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-Kde8IkrD3hswlDxHo5vvhIYwemryJVZmYF9rXbzkxje Scale = 1:18.7 1 2 3 4 5 12 13 14 4x4 4x4 2x3 4x4 4-0-0 4-0-0 8-0-0 4-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 8-0-0 4-0-0 0-4-12-0-10-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.19 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.03 (loc) 5-8 5-8 4 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 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=0-5-8, 2=0-5-8 Max Horz 2=88(LC 11) Max Uplift 4=-158(LC 12), 2=-384(LC 12) Max Grav 4=342(LC 1), 2=522(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-590/597, 3-4=-595/610 BOT CHORD 2-5=-435/482, 4-5=-435/482 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 8-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 4 and 384 lb uplift at joint 2.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss BH6 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T22844005 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:03 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-gbR1LSvMuDUCr?pFaeV4OMFcinQJ_aIViXscCnzkxjZ Scale = 1:58.6 2 3 4 6 8 9 11 13 15 16 18 20 22 24 26 14 17 19 21 23 25 27 28 5 7 10 12 35 34 33 32 31 30 291 36 44 45 46 47 48 60 61 62 63 49 50 51 52 53 54 55 56 57 5859 4x10 6x8 3x6 4x6 3x6 6x10 7x8 4x6 3x4 6x8 5x10 7x8 3x4 4x10 6x8 3x4 3x6 7x8 2-5-8 2-5-8 6-0-0 3-6-8 9-2-12 3-2-12 12-5-8 3-2-12 15-2-0 2-8-8 21-0-2 5-10-2 27-0-0 5-11-14 33-0-0 6-0-0 2-5-8 2-5-8 6-0-0 3-6-8 8-6-0 2-6-0 9-2-12 0-8-12 10-6-0 1-3-4 12-5-8 1-11-8 12-6-0 0-0-8 14-6-0 2-0-0 15-2-0 0-8-0 16-6-0 1-4-0 18-6-0 2-0-0 20-6-0 2-0-0 21-0-2 0-6-2 22-6-0 1-5-14 24-6-0 2-0-0 27-0-0 2-6-0 33-0-0 6-0-0 0-4-12-10-17-2-90-7-140-8-02-10-15.00 12 2.86 12 Plate Offsets (X,Y)-- [1:0-1-0,0-0-3], [3:0-2-12,Edge], [13:0-3-8,0-3-0], [20:0-3-8,0-2-0], [26:0-5-2,0-1-12], [28:0-0-0,0-0-4], [32:0-5-0,0-2-9], [34:0-5-4,0-4-12] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.93 0.76 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.59 0.23 0.38 (loc) 33 33 28 33 l/defl >999 >669 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 465 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 1-3: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SP M 30 *Except* 2-34: 2x6 SP 2400F 2.0E, 32-34: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11-5 oc bracing. JOINTS 1 Brace at Jt(s): 13, 20, 6, 18, 24, 9 REACTIONS. (size)1=0-5-8, 28=Mechanical Max Horz 1=269(LC 7) Max Uplift 1=-1399(LC 8), 28=-1425(LC 8) Max Grav 1=2704(LC 1), 28=2712(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-40=-1108/535, 2-3=-9170/4745, 3-4=-5458/2969, 4-6=-5458/2969, 6-8=-4930/2613, 8-9=-4930/2613, 9-11=-4879/2580, 11-13=-4879/2580, 13-16=-1346/695, 16-18=-1346/695, 18-20=-1346/695, 20-22=-2558/1473, 22-24=-2558/1473, 24-26=-2553/1468, 14-17=-3352/1880, 17-19=-3272/1796, 19-21=-3392/1761, 21-25=-3349/1688, 25-26=-3447/1698, 26-28=-6235/3267, 3-5=-3412/1680, 5-7=-3350/1714, 7-10=-3300/1741, 10-12=-3492/1906, 12-14=-3194/1800 BOT CHORD 2-35=-4383/8631, 34-35=-4225/8229, 31-32=-2805/5572, 29-31=-2964/5723, 28-29=-2973/5757, 32-34=-2111/4557 WEBS 3-35=-594/1248, 13-34=-2262/4240, 13-32=-374/322, 20-32=-1377/826, 20-31=0/443, 26-29=-102/459, 9-34=-948/623, 6-35=-114/308, 6-34=-374/314, 14-16=-931/1752, 17-18=-452/288, 21-22=-356/258, 11-12=-204/544, 9-10=-665/439 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x3 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss BH6 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T22844005 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:03 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-9n?PZnw_fXc3T8OR8L0JwZonSBmYj1YewBc9lFzkxjY NOTES- 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1399 lb uplift at joint 1 and 1425 lb uplift at joint 28. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 102 lb up at 6-0-0, 172 lb down and 159 lb up at 6-4-9, 172 lb down and 159 lb up at 9-1-13, 172 lb down and 159 lb up at 11-1-13, 176 lb down and 178 lb up at 13-1-13, 176 lb down and 178 lb up at 15-1-13, 176 lb down and 161 lb up at 16-6-0, 176 lb down and 178 lb up at 17-10-3, 176 lb down and 178 lb up at 19-10-3, 176 lb down and 178 lb up at 21-10-3, 176 lb down and 178 lb up at 23-10-3, and 176 lb down and 178 lb up at 26-7-12, and 98 lb down and 159 lb up at 27-0-0 on top chord, and 375 lb down and 246 lb up at 6-0-0, 68 lb down and 34 lb up at 7-1-13, 68 lb down and 34 lb up at 9-1-13, 68 lb down and 34 lb up at 11-1-13, 66 lb down at 13-1-13, 66 lb down at 15-2-0, 66 lb down at 16-6-0, 66 lb down at 17-10-3, 66 lb down at 19-10-3, 66 lb down at 21-10-3, 66 lb down at 23-10-3, and 66 lb down at 25-10-3, and 383 lb down and 257 lb up at 27-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 3-39=-70, 14-26=-70, 26-28=-70, 34-41=-20, 32-33=-20, 28-32=-20, 32-34=-20, 3-14=-70, 1-36=-20 Concentrated Loads (lb) Vert: 3=-95(B) 14=-104(B) 23=-104(B) 35=-337 32=-48(B) 26=-104(B) 29=-359(B) 44=-1(B) 45=-104(B) 46=-104(B) 47=-104(B) 48=-33(B) 49=-64(B) 50=-64(B) 51=-64(B) 52=-48(B) 53=-48(B) 54=-48(B) 55=-48(B) 56=-48(B) 57=-48(B) 58=-48(B) 60=-95(B) 61=-95(B) 62=-104(B) 63=-104(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 76929 Truss GEB Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22844006 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:03 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-9n?PZnw_fXc3T8OR8L0JwZovNBx3jDLewBc9lFzkxjY Scale = 1:22.6 1 2 3 4 5 6 7 10 9 8 11 12 4x4 4x4 4x4 2x3 2x3 2x3 2x3 2x3 2-0-0 2-0-0 6-0-0 4-0-0 8-0-0 2-0-0 -2-0-0 2-0-0 2-0-0 2-0-0 4-0-0 2-0-0 6-0-0 2-0-0 8-0-0 2-0-0 10-0-0 2-0-0 0-4-12-0-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-2-6,Edge], [6:0-2-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 36 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.All bearings 8-0-0. (lb) - Max Horz 2=90(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 8, 10 except 2=-347(LC 12), 6=-347(LC 12) Max Grav All reactions 250 lb or less at joint(s) 9, 8, 10 except 2=307(LC 1), 6=307(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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-11 to 0-11-5, Exterior(2N) 0-11-5 to 4-0-0, Corner(3R) 4-0-0 to 7-0-0, Exterior(2N) 7-0-0 to 10-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 8, 10 except (jt=lb) 2=347, 6=347. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss GRB Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T22844007 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:13 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-sicBfC2FIbtegh9MkSCfKgCfHDCj3gj6El1h5gzkxjO Scale = 1:18.7 1 2 3 4 510 11 12 5x6 5x6 3x8 4x4 NAILED NAILED NAILED THD26-2 4-0-0 4-0-0 8-0-0 4-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 8-0-0 4-0-0 0-4-12-0-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-0-1], [4:0-3-9,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.27 0.58 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.08 0.01 (loc) 5-7 5-7 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 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=0-5-8, 2=0-5-8 Max Horz 2=88(LC 24) Max Uplift 4=-1340(LC 8), 2=-807(LC 8) Max Grav 4=2580(LC 1), 2=1315(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3027/1525, 3-4=-2971/1495 BOT CHORD 2-5=-1334/2749, 4-5=-1334/2749 WEBS 3-5=-977/1987 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 0-4-0 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) 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) 4=1340, 2=807. 9) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 6-1-8 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss GRB Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T22844007 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:13 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-sicBfC2FIbtegh9MkSCfKgCfHDCj3gj6El1h5gzkxjO LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 2-4=-20 Concentrated Loads (lb) Vert: 9=-24(F) 10=-112(F) 11=-202(F) 12=-2692(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 76929 Truss J1 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T22844008 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:14 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-KvAZtY2t3v?VHrkYH9jutulp4dfRoCtGSPmFd6zkxjN Scale = 1:8.2 1 2 3 4 3x5 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-4-10-9-15.00 12 Plate Offsets (X,Y)-- [2:0-5-2,0-0-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 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=0-5-8, 4=Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-42(LC 1), 2=-402(LC 12), 4=-64(LC 1) Max Grav 3=77(LC 12), 2=338(LC 1), 4=106(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=402. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss J1B Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T22844009 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:17 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-kUrhVa5mMqN48IS7zIGbVWNPEqjE?Zci8N?vERzkxjK Scale = 1:6.5 1 2 3 3x4 1-0-0 1-0-0 1-0-0 1-0-0 0-4-10-9-10-4-100-9-15.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.02 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4 4 3 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 3 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 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=25(LC 12) Max Uplift 1=-17(LC 12), 2=-18(LC 12), 3=-11(LC 12) Max Grav 1=44(LC 1), 2=25(LC 17), 3=21(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss J3 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T22844010 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:19 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-hszSwG60uRdoOccW4iI3axSfqeLfTS6?cgU0JJzkxjI Scale = 1:12.4 1 2 8 3 4 3x4 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.01 (loc) 4-7 4-7 2 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP 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=0-5-8, 4=Mechanical Max Horz 2=153(LC 12) Max Uplift 3=-39(LC 9), 2=-296(LC 12) Max Grav 3=70(LC 17), 2=326(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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=296. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss J3B Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T22844011 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:20 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-93Xq7b7efllf?mBieQqI69?r92fLCvM8rKDZrmzkxjH Scale = 1:10.8 1 2 33x4 3-0-0 3-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.29 0.32 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: 9 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=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=74(LC 12) Max Uplift 1=-51(LC 12), 2=-71(LC 12), 3=-13(LC 12) Max Grav 1=132(LC 1), 2=90(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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss J3C Truss Type JACK-OPEN Qty 2 Ply 1 Job Reference (optional) T22844012 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:22 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-5RfaYH9vBM?NF3L5lrsmCa4A3rNCgpsRIeigwezkxjF Scale = 1:12.4 1 2 3 613 4 5 3x4 3x4 2-5-8 2-5-8 -2-0-0 2-0-0 2-5-8 2-5-8 3-0-0 0-6-8 0-4-11-7-10-11-11-2-100-8-05.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 -0.03 (loc) 6 6 5 6 l/defl >999 >833 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-5-8, 5=Mechanical Max Horz 2=153(LC 12) Max Uplift 4=-23(LC 9), 2=-294(LC 12), 5=-8(LC 9) Max Grav 4=60(LC 17), 2=332(LC 1), 5=53(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=294. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss J5 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T22844013 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:23 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-ZdDzld9Xyg7EsDwHJYN?kndLpFeCPG5bXISDS5zkxjE Scale = 1:16.4 1 2 3 4 3x4 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 -0.00 0.05 (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: 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 or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=204(LC 12) Max Uplift 3=-106(LC 12), 2=-303(LC 12) Max Grav 3=147(LC 17), 2=396(LC 1), 4=86(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=106, 2=303. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss J5B Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T22844014 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:24 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-1qnLzzA9i_F4UNVTtGuEH?9WPfwO8jLklyBn_XzkxjD Scale = 1:14.9 1 7 2 3 3x4 5-0-0 5-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.34 0.83 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.08 (loc) 3-6 3-6 2 3-6 l/defl >999 >856 n/a >753 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=125(LC 12) Max Uplift 1=-87(LC 12), 2=-129(LC 12), 3=-12(LC 12) Max Grav 1=222(LC 1), 2=161(LC 17), 3=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 2=129. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss J5C Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T22844015 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:25 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-V0KjAJBnTHOx6X4gRzPTpCihJ3HStAbt_cxKWzzkxjC Scale = 1:16.4 1 2 3 6 4 5 3x4 3x4 2-5-8 2-5-8 -2-0-0 2-0-0 2-5-8 2-5-8 5-0-0 2-6-8 0-4-12-5-11-9-12-0-100-8-05.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.04 0.10 (loc) 6 6 5 6 l/defl >999 >489 n/a >591 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-5-8, 5=Mechanical Max Horz 2=204(LC 12) Max Uplift 4=-85(LC 12), 2=-299(LC 12), 5=-12(LC 9) Max Grav 4=137(LC 17), 2=407(LC 1), 5=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=299. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss J6 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T22844016 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:26 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-zCu5OfCPEbWojhfs_hwiMQFq4TaQcdr1DGgt3PzkxjB Scale = 1:18.4 1 2 8 3 4 3x4 6-0-0 6-0-0 -2-0-0 2-0-0 6-0-0 6-0-0 0-4-12-10-12-5-102-10-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.46 0.85 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 -0.00 0.11 (loc) 4-7 4-7 3 4-7 l/defl >999 >595 n/a >643 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 No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-4 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=229(LC 12) Max Uplift 3=-137(LC 12), 2=-313(LC 12) Max Grav 3=183(LC 17), 2=436(LC 1), 4=106(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 5-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=137, 2=313. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss J6C Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T22844017 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:27 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-SPSTb?D1?vefLqD2YOSxvdn1_suIL45ASwQRbszkxjA Scale = 1:18.4 1 2 3 6 4 5 3x4 3x5 2-5-8 2-5-8 -2-0-0 2-0-0 2-5-8 2-5-8 6-0-0 3-6-8 0-4-12-10-12-2-12-5-100-8-05.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-0-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.38 1.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.19 0.06 0.18 (loc) 6 6 5 6 l/defl >938 >369 n/a >387 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-5-8, 5=Mechanical Max Horz 2=229(LC 12) Max Uplift 4=-117(LC 12), 2=-310(LC 12), 5=-15(LC 12) Max Grav 4=173(LC 17), 2=448(LC 1), 5=107(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 5-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=117, 2=310. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss KJA Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T22844018 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:28 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-wb0spKDfmCmWz_oF65zBRrKFAGQN4U6Kga9_7Izkxj9 Scale = 1:16.5 1 2 6 5 10 11 12 3 13 14 15 4 3x4 2x3 3x4 3x4 0-0-6 0-0-6 5-3-12 5-3-6 8-5-1 3-1-5 5-3-12 5-3-12 8-5-1 3-1-5 0-4-12-9-132-5-122-9-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.16 0.25 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.06 0.01 (loc) 6-9 6-9 4 l/defl >999 >999 n/a L/d 240 180 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 10-0-0 oc bracing. REACTIONS. (size)1=0-7-0, 3=Mechanical, 4=Mechanical Max Horz 1=149(LC 24) Max Uplift 1=-243(LC 8), 3=-111(LC 9), 4=-229(LC 8) Max Grav 1=480(LC 29), 3=132(LC 1), 4=440(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-858/380 BOT CHORD 1-6=-462/770, 5-6=-462/770 WEBS 2-6=-70/261, 2-5=-886/532 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=243, 3=111, 4=229. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 27 lb up at 1-6-1, 159 lb down and 141 lb up at 1-6-1, 134 lb down and 88 lb up at 4-4-0, 124 lb down and 53 lb up at 4-4-0, and 176 lb down and 154 lb up at 7-1-15, and 168 lb down and 129 lb up at 7-1-15 on top chord, and 8 lb down and 14 lb up at 1-6-1, 103 lb down and 92 lb up at 1-6-1, 30 lb down and 22 lb up at 4-4-0, 36 lb down and 2 lb up at 4-4-0, and 50 lb down and 27 lb up at 7-1-15, and 49 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-7=-20 Concentrated Loads (lb) Vert: 10=58(F) 12=-111(F=-48, B=-64) 13=44(F=52, B=-8) 14=-15(F=2, B=-17) 15=-68(F=-27, B=-41) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss KJC Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T22844019 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:30 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-s_8cD0FwIq0ECIydDW?fWGPSX461YP5d8ue5CBzkxj7 Scale = 1:22.7 2 3 4 9 8 7 1 13 14 15 5 16 17 18 6 4x4 3x4 4x6 3x4 3x4 2x3 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED -2-9-15 2-9-15 3-4-4 3-4-4 5-11-6 2-7-3 8-5-1 2-5-11 -2-9-15 2-9-15 2-1-6 2-1-6 3-4-4 1-2-13 5-11-6 2-7-3 8-5-1 2-5-11 0-3-102-9-130-9-102-1-132-5-120-8-03.54 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-6], [3:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.75 0.23 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.34 0.12 (loc) 9 9 6 l/defl >443 >297 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-7-6. (lb) - Max Horz 2=198(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-260(LC 24), 2=-510(LC 8), 6=-218(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=1009(LC 28), 6=431(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-11=-252/28, 3-4=-872/388 BOT CHORD 3-8=-489/882, 7-8=-484/873 WEBS 4-7=-962/534 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=260, 2=510, 6=218. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-11=-91, 3-11=-70, 3-5=-70, 9-10=-20, 3-6=-20 Concentrated Loads (lb) Vert: 13=116(F=58, B=58) 15=-77(F=-38, B=-38) 16=104(F=52, B=52) 17=-22(F=-11, B=-11) 18=-87(F=-44, B=-44) ADEQUATE SUPPORT REQUIRED This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76929 Truss V4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22844020 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 15 08:50:32 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:D02E28UskU?erbfAGD4Jn9ypJtJ-oMFMeiGAqRGySc60Lx17chUxAto00LKvbC7CG3zkxj5 Scale = 1:7.5 1 2 3 3x4 3x6 3x4 4-0-0 4-0-0 2-0-0 2-0-0 4-0-0 2-0-0 0-10-05.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.14 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: 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 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=-19(LC 10) Max Uplift 1=-59(LC 12), 3=-59(LC 12) Max Grav 1=114(LC 1), 3=114(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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) 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) 1, 3. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 15,2021 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