The URL can be used to link to this page

Home My WebLink AboutTRUSSCUT(1)6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77690 - DEER RUN/ ROBINSON Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 54 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: Homecrete Homes, Inc. Project Name: Deer Run/Robinson Model: . Subdivision: . Address: 5403 Deer Run Road, . 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: September 9,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T25283560 A Date 9/9/212T25283561A19/9/213T25283562A29/9/214T25283563A39/9/215T25283564ATA9/9/216T25283565ATB9/9/217T25283566B9/9/218T25283567B19/9/219T25283568B29/9/2110T25283569D9/9/2111T25283570D19/9/2112T25283571D29/9/2113T25283572D39/9/2114T25283573D49/9/21 No.Seal#Truss Name 15 T25283574 D5 Date 9/9/2116T25283575G9/9/2117T25283576G19/9/2118T25283577G29/9/2119T25283578G39/9/2120T25283579G49/9/2121T25283580G59/9/2122T25283581G69/9/2123T25283582G79/9/2124T25283583GR79/9/2125T25283584GRA9/9/2126T25283585GRB9/9/2127T25283586GRD9/9/2128T25283587GRG9/9/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77690 - DEER RUN/ ROBINSON 2 of 2 Site Information: Lot/Block: . Customer Info: Homecrete Homes, Inc. Project Name: Deer Run/Robinson Model: . Subdivision: . Address: 5403 Deer Run Road, . State: FLCity: St Lucie County No.Seal#Truss Name 29 T25283588 GRK Date 9/9/2130T25283589HVA9/9/2131T25283590HVB9/9/2132T25283591J19/9/2133T25283592J39/9/2134T25283593J3T9/9/2135T25283594J59/9/2136T25283595J5P9/9/2137T25283596J5T9/9/2138T25283597J79/9/2139T25283598J7B9/9/2140T25283599J7T9/9/2141T25283600K9/9/2142T25283601K19/9/2143T25283602KJ59/9/2144T25283603KJ79/9/2145T25283604KJ7T9/9/2146T25283605MV29/9/2147T25283606MV49/9/2148T25283607MV69/9/2149T25283608MV89/9/2150T25283609MVA9/9/2151T25283610V49/9/2152T25283611V89/9/2153T25283612V129/9/2154T25283613V169/9/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 77690 Truss A Truss Type Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283560 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-sShlAhHCVDzHLAETyW9DkrKiMnxpJeSLPw9MJgyfiL5 Scale = 1:47.2 1 2 3 4 5 6 7 8 9 12 11 10 19 20 21 22 23 24 4x4 4x4 3x5 3x6 3x8 2x3 3x4 3x8 2x3 3x5 9-0-0 9-0-0 17-4-0 8-4-0 26-4-0 9-0-0 -1-4-0 1-4-0 5-8-12 5-8-12 9-0-0 3-3-4 13-2-0 4-2-0 17-4-0 4-2-0 20-7-4 3-3-4 26-4-0 5-8-12 27-8-0 1-4-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [8:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.23 0.46 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.28 0.06 0.11 (loc) 10-18 12-15 8 12-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-141(LC 10) Max Uplift 2=-620(LC 12), 8=-620(LC 12) Max Grav 2=1046(LC 1), 8=1046(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1985/1283, 3-4=-1714/1106, 4-5=-1556/1065, 5-6=-1556/1065, 6-7=-1714/1106, 7-8=-1985/1283 BOT CHORD 2-12=-1055/1805, 10-12=-931/1691, 8-10=-1081/1805 WEBS 3-12=-339/339, 4-12=-259/483, 5-12=-278/194, 5-10=-278/195, 6-10=-259/483, 7-10=-340/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-0, Interior(1) 13-2-0 to 17-4-0, Exterior(2R) 17-4-0 to 21-6-15, Interior(1) 21-6-15 to 27-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=620, 8=620. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss A1 Truss Type Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283561 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-KeF7N0HqFW58zKpgWEgSG3tsWBJb22dUdauvs6yfiL4 Scale = 1:46.2 1 2 3 4 5 6 7 12 11 10 9 8 19 20 21 22 23 4x8 4x4 3x4 3x4 3x6 3x4 2x3 3x4 3x8 3x4 2x3 5-9-14 5-9-14 11-0-0 5-2-2 15-4-0 4-4-0 20-6-2 5-2-2 26-4-0 5-9-14 -1-4-0 1-4-0 5-9-14 5-9-14 11-0-0 5-2-2 15-4-0 4-4-0 20-6-2 5-2-2 26-4-0 5-9-14 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.27 0.36 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.06 0.11 (loc) 11 11-12 7 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. REACTIONS. (size)7=0-8-0, 2=0-8-0 Max Horz 2=166(LC 11) Max Uplift 7=-518(LC 12), 2=-623(LC 12) Max Grav 7=973(LC 1), 2=1048(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2055/1299, 3-4=-1527/1041, 4-5=-1365/1013, 5-6=-1529/1035, 6-7=-2059/1301 BOT CHORD 2-12=-1129/1855, 11-12=-1129/1855, 9-11=-752/1363, 8-9=-1126/1870, 7-8=-1126/1870 WEBS 3-11=-577/420, 4-11=-150/352, 5-9=-165/354, 6-9=-591/434 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2E) 11-0-0 to 15-4-0, Exterior(2R) 15-4-0 to 19-6-15, Interior(1) 19-6-15 to 26-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=518, 2=623. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss A2 Truss Type ROOF TRUSS Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283562 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:46 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-oqpWaMIS0qD?aUOs4xBhpGQyhbVOnQLesEeSOYyfiL3 Scale = 1:46.7 1 2 3 4 5 6 7 8 13 12 11 10 9 16 17 18 19 20 21 22 23 244x6 5x6 3x4 6x8 3x6 5x6 3x4 2x3 5x12 4x8 3x5 3x4 9-0-0 9-0-0 15-4-0 6-4-0 16-7-12 1-3-12 17-10-8 1-2-12 26-0-0 8-1-8 -1-4-0 1-4-0 5-8-12 5-8-12 9-0-0 3-3-4 15-4-0 6-4-0 16-7-12 1-3-12 17-10-8 1-2-12 21-11-4 4-0-12 26-0-0 4-0-12 0-4-14-1-15-1-125.00 12 Plate Offsets (X,Y)-- [2:0-6-5,0-2-3], [4:0-3-4,0-2-4], [5:0-9-8,0-3-4], [6:0-3-0,0-2-4], [9:Edge,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.96 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.31 0.06 0.11 (loc) 11-13 11-13 9 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 160 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 5-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)9=0-4-0, 2=0-8-0 Max Horz 2=306(LC 12) Max Uplift 9=-381(LC 12), 2=-443(LC 12) Max Grav 9=1281(LC 18), 2=1378(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2956/920, 3-4=-2759/734, 4-5=-2564/712, 5-6=-1975/604, 6-7=-1715/553 BOT CHORD 2-13=-1102/2737, 11-13=-789/2575, 10-11=-799/2638, 9-10=-386/944 WEBS 3-13=-223/377, 4-13=-110/660, 5-10=-1931/527, 6-10=-141/839, 7-10=-265/1215, 7-9=-1474/604, 5-11=-116/482 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 17-10-8, Exterior(2R) 17-10-8 to 20-10-8, Interior(1) 20-10-8 to 25-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 200.0lb AC unit load placed on the top chord, 13-2-0 from left end, supported at two points, 4-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=381, 2=443. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss A3 Truss Type ROOF TRUSS Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283563 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:47 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-G1NuoiJ4n8LsCez2dejwLUyBU?tLWt8n5tN0w_yfiL2 Scale = 1:45.5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 22 23 24 25 26 3x6 3x6 4x4 3x5 5x6 2x3 4x4 7-0-0 3-9-45-9-14 5-9-14 9-4-4 3-6-6 11-0-0 1-7-12 15-4-0 4-4-0 16-7-12 1-3-12 20-6-2 3-10-6 26-0-0 5-5-14 -1-4-0 1-4-0 5-9-14 5-9-14 9-4-4 3-6-6 11-0-0 1-7-12 15-4-0 4-4-0 16-7-12 1-3-12 20-6-2 3-10-6 26-0-0 5-5-14 0-4-14-11-10-5-114-11-15.00 12 Plate Offsets (X,Y)-- [2:0-5-9,0-1-10], [6:0-3-0,0-2-4], [7:0-3-0,0-2-4], [9:0-3-9,Edge], [11:0-3-5,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.85 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.31 0.06 0.12 (loc) 13-15 13-15 11 15 l/defl >999 >996 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-15,9-13,5-8: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. REACTIONS. (size)11=0-4-0, 2=0-8-0 Max Horz 2=163(LC 11) Max Uplift 11=-367(LC 12), 2=-474(LC 12) Max Grav 11=1270(LC 19), 2=1336(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2878/950, 3-4=-2517/714, 4-5=-2209/675, 5-6=-438/57, 6-7=-368/51, 7-8=-434/59, 8-9=-2196/676, 9-10=-2497/726, 10-11=-2718/900 BOT CHORD 2-16=-809/2734, 15-16=-809/2734, 13-15=-468/2275, 12-13=-755/2461, 11-12=-755/2461 WEBS 3-15=-609/411, 10-13=-466/361, 4-15=-137/646, 9-13=-138/617, 5-8=-2114/681 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2E) 11-0-0 to 15-4-0, Exterior(2R) 15-4-0 to 19-6-15, Interior(1) 19-6-15 to 26-0-0 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) 200.0lb AC unit load placed on the top chord, 13-2-0 from left end, supported at two points, 4-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-8 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-15 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=367, 2=474. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss ATA Truss Type ATTIC Qty 2 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283564 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:48 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-kDxG?2KiYRTjqnYFBME9uhVFBOBrFJVxJX7ZSRyfiL1 Scale = 1:44.1 1 2 3 4 5 6 7 8 9 10 13 12 11 19 20 21 22 3x6 4x5 3x5 5x8 MT18HS3x4 2x3 2x3 2x3 3x4 2x3 3x5 3x5 7-0-0 4-2-129-4-4 9-4-4 16-7-12 7-3-8 26-0-0 9-4-4 -1-4-0 1-4-0 5-10-9 5-10-9 9-4-4 3-5-11 10-4-11 1-0-7 11-6-10 1-1-14 13-2-0 1-7-6 14-9-6 1-7-6 15-11-5 1-1-14 16-7-12 0-8-7 21-2-0 4-6-4 26-0-0 4-10-0 0-4-15-9-140-5-115.00 12 Plate Offsets (X,Y)-- [6:0-3-0,Edge], [10:0-2-8,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.82 0.96 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.53 0.07 0.24 (loc) 11-13 11-13 10 11-13 l/defl >977 >584 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 135 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)10=0-4-0, 2=0-8-0 Max Horz 2=192(LC 11) Max Uplift 10=-367(LC 12), 2=-474(LC 12) Max Grav 10=1262(LC 19), 2=1327(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2819/970, 3-4=-2454/740, 4-5=-2116/684, 5-6=-180/676, 6-7=-175/682, 7-8=-2108/698, 8-9=-2424/734, 9-10=-2787/1032 BOT CHORD 2-13=-837/2694, 11-13=-469/2174, 10-11=-881/2549 WEBS 3-13=-619/438, 4-13=-173/719, 8-11=-117/617, 9-11=-546/453, 5-7=-2896/978 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-2-0, Exterior(2R) 13-2-0 to 16-2-0, Interior(1) 16-2-0 to 26-0-0 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) 200.0lb AC unit load placed on the top chord, 13-2-0 from left end, supported at two points, 4-0-0 apart. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=367, 2=474. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss ATB Truss Type ATTIC Qty 2 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283565 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:49 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-DPUeDOLKJlbZRx7Rl3lORv2QDoY8_my4YBs6?tyfiL0 Scale = 1:44.7 1 2 3 4 5 6 7 8 9 10 13 12 11 19 20 21 22 3x6 4x4 3x5 5x8 MT18HS3x4 2x3 2x3 3x5 3x5 2x3 3x4 2x3 7-0-0 4-2-129-4-4 9-4-4 16-7-12 7-3-8 26-0-0 9-4-4 -1-4-0 1-4-0 5-10-9 5-10-9 9-4-4 3-5-11 10-4-11 1-0-7 11-6-10 1-1-14 13-0-0 1-5-6 13-4-0 0-4-0 14-9-6 1-5-6 15-11-5 1-1-14 16-7-12 0-8-7 20-0-4 3-4-8 26-0-0 5-11-12 0-4-15-9-10-5-115.00 12 Plate Offsets (X,Y)-- [6:0-3-0,Edge], [10:0-3-5,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.96 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.53 0.06 0.23 (loc) 11-13 11-13 10 13 l/defl >976 >586 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 133 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)10=0-4-0, 2=0-8-0 Max Horz 2=191(LC 11) Max Uplift 10=-367(LC 12), 2=-474(LC 12) Max Grav 10=1262(LC 19), 2=1327(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2813/848, 3-4=-2448/630, 4-5=-2115/589, 5-6=-147/661, 6-7=-145/659, 7-8=-2099/596, 8-9=-2429/656, 9-10=-2729/842 BOT CHORD 2-13=-721/2690, 11-13=-381/2169, 10-11=-685/2482 WEBS 3-13=-620/404, 4-13=-144/707, 5-7=-2864/841, 8-11=-180/703, 9-11=-510/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-2-0, Exterior(2R) 13-2-0 to 17-4-15, Interior(1) 17-4-15 to 26-0-0 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) 200.0lb AC unit load placed on the top chord, 13-2-0 from left end, supported at two points, 4-0-0 apart. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=367, 2=474. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss B Truss Type Half Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283566 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:50 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-hb20QkLy43kQ35idJnGdz6aiSC3jjFqEnrcgXJyfiL? Scale = 1:38.0 1 2 3 4 8 7 6 5 9 10 11 12 3x4 6x8 3x4 3x4 3x4 3x4 4x8 3x6 5-7-0 5-7-0 10-10-8 5-3-8 15-8-0 4-9-8 5-7-0 5-7-0 10-10-8 5-3-8 15-8-0 4-9-8 2-0-16-6-75.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.17 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.01 0.02 (loc) 7-8 7-8 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing. REACTIONS. (size)5=0-4-0, 8=Mechanical Max Horz 8=242(LC 12) Max Uplift 5=-367(LC 12), 8=-241(LC 12) Max Grav 5=569(LC 1), 8=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-643/362, 2-3=-395/251, 1-8=-518/367 BOT CHORD 7-8=-343/174, 6-7=-581/559, 5-6=-312/314 WEBS 2-6=-319/339, 3-6=-167/338, 3-5=-516/513, 1-7=-256/526 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-10-8, Exterior(2R) 10-10-8 to 15-1-7, Interior(1) 15-1-7 to 15-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=367, 8=241. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss B1 Truss Type Half Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283567 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:51 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-9ocPe4MbrMsHhFGpsUnsWK7rBcO1ShwN0VLD3myfiL_ Scale = 1:42.6 1 2 3 4 8 7 6 5 9 10 3x4 6x8 3x4 3x4 3x4 3x4 4x8 4x6 6-7-0 6-7-0 12-10-8 6-3-8 15-8-0 2-9-8 6-7-0 6-7-0 12-10-8 6-3-8 15-8-0 2-9-8 2-0-17-4-75.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.23 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.01 0.02 (loc) 7-8 7-8 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing. REACTIONS. (size)5=0-4-0, 8=Mechanical Max Horz 8=287(LC 12) Max Uplift 5=-387(LC 12), 8=-222(LC 12) Max Grav 5=569(LC 1), 8=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-652/302, 2-3=-277/115, 1-8=-511/337 BOT CHORD 7-8=-406/213, 6-7=-562/565 WEBS 2-6=-461/448, 3-6=-219/384, 3-5=-549/563, 1-7=-172/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-10-8, Exterior(2E) 12-10-8 to 15-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=387, 8=222. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss B2 Truss Type Half Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283568 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-d_AnrQNDcg_8IPr0QCI52Xgyj0iPBDqWE95nbCyfiKz Scale = 1:49.6 1 2 3 4 7 6 5 8 9 5x8 3x6 3x4 6x8 3x4 4x4 4x6 7-5-8 7-5-8 15-8-0 8-2-8 7-5-8 7-5-8 14-10-8 7-5-0 15-8-0 0-9-8 2-0-18-2-75.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-3-0], [3:0-3-0,0-2-4], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.35 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 -0.01 0.02 (loc) 5-6 5-6 5 6 l/defl >999 >997 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-5 REACTIONS. (size)5=0-4-0, 7=Mechanical Max Horz 7=332(LC 12) Max Uplift 5=-409(LC 12), 7=-200(LC 12) Max Grav 5=578(LC 17), 7=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-656/236, 4-5=-177/287, 1-7=-507/308 BOT CHORD 6-7=-467/248, 5-6=-531/565 WEBS 2-6=0/277, 2-5=-641/597, 1-6=-80/485 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-10-8, Exterior(2E) 14-10-8 to 15-6-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=409, 7=200. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss D Truss Type Half Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283569 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:53 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-5Ak92mOrN_6?wZQC_vqKblCB7P?MwaDgTpqK7eyfiKy Scale = 1:46.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 21 22 23 24 4x4 3x6 3x5 3x6 3x4 5x6 5x6 5x12 5x6 4x4 3x4 3x8 2x3 4x8 2-8-0 2-8-0 4-8-0 2-0-0 9-6-0 4-10-0 11-6-0 2-0-0 18-7-0 7-1-0 25-8-0 7-1-0 -1-4-0 1-4-0 2-8-0 2-8-0 4-8-0 2-0-0 9-0-0 4-4-0 11-6-0 2-6-0 18-7-0 7-1-0 25-8-0 7-1-0 0-4-14-1-11-0-05.00 12 6.00 12 Plate Offsets (X,Y)-- [12:0-4-0,0-2-8], [14:0-3-0,0-3-4], [15:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.56 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.12 0.23 (loc) 13-14 13-14 10 13-14 l/defl >999 >959 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 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 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. WEBS 1 Row at midpt 9-11 REACTIONS. (size)10=0-4-0, 2=0-8-0 Max Horz 2=249(LC 12) Max Uplift 10=-517(LC 12), 2=-592(LC 12) Max Grav 10=942(LC 1), 2=1018(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2107/1223, 3-4=-3858/2479, 4-5=-2098/1306, 5-6=-2022/1320, 6-8=-1345/822, 8-9=-1345/822, 9-10=-880/606 BOT CHORD 2-15=-1313/1919, 14-15=-1368/2017, 13-14=-2363/3419, 12-13=-1140/1777, 11-12=-1037/1611 WEBS 3-15=-851/605, 3-14=-1204/1736, 4-14=-516/874, 4-13=-1546/1130, 5-13=-354/641, 6-13=-511/720, 6-12=-702/532, 6-11=-303/251, 8-11=-418/381, 9-11=-914/1499 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 25-6-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=517, 2=592. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss D1 Truss Type Half Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283570 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-ZNIXG5OT8HEsYi?OYdLZ8ylN3pLXf1OpiTatf5yfiKx Scale = 1:46.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 22 23 5x6 3x4 6x8 3x4 5x6 5x6 5x12 5x6 4x4 3x4 2x3 2x3 3x8 2-8-0 2-8-0 4-8-0 2-0-0 9-6-0 4-10-0 11-6-0 2-0-0 18-2-4 6-8-4 25-8-0 7-5-12 -1-4-0 1-4-0 2-8-0 2-8-0 4-8-0 2-0-0 9-6-0 4-10-0 11-0-0 1-6-0 18-2-4 7-2-4 25-8-0 7-5-12 0-4-14-11-11-0-05.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [11:0-4-0,0-2-8], [13:0-3-0,0-3-4], [14:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.56 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.13 0.23 (loc) 12-13 12-13 9 12-13 l/defl >999 >970 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 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 3-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)9=0-4-0, 2=0-8-0 Max Horz 2=294(LC 12) Max Uplift 9=-525(LC 12), 2=-585(LC 12) Max Grav 9=942(LC 1), 2=1018(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2105/1194, 3-4=-3868/2470, 4-5=-2099/1310, 5-6=-2082/1401, 6-7=-1293/858 BOT CHORD 2-14=-1333/1916, 13-14=-1389/2014, 12-13=-2400/3429, 11-12=-1028/1534, 10-11=-725/1150, 9-10=-725/1150 WEBS 3-14=-850/615, 3-13=-1223/1749, 4-13=-527/874, 4-12=-1554/1108, 5-12=-215/251, 6-12=-1012/1397, 6-11=-700/570, 7-10=0/325, 7-9=-1330/840 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 25-6-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=525, 2=585. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss D2 Truss Type Half Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283571 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-1ZsvTRP5vbMj9sab5KsogAIVkDhlOQUzw7JRBXyfiKw Scale = 1:45.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 24 25 3x6 3x4 5x6 5x6 5x12 5x6 4x4 3x4 4x5 3x4 3x4 4x8 2x3 3x10 3x4 2-8-0 2-8-0 4-8-0 2-0-0 9-6-0 4-10-0 11-6-0 2-0-0 13-0-0 1-6-0 19-4-0 6-4-0 25-8-0 6-4-0 -1-4-0 1-4-0 2-8-0 2-8-0 4-8-0 2-0-0 9-6-0 4-10-0 11-6-0 2-0-0 13-0-0 1-6-0 19-4-0 6-4-0 25-8-0 6-4-0 0-4-15-9-11-0-05.00 12 6.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-2-0], [13:0-4-0,0-2-8], [15:0-3-0,0-3-4], [16:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.56 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.33 0.13 0.25 (loc) 14-15 14-15 10 14-15 l/defl >999 >920 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 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. WEBS 1 Row at midpt 7-11 REACTIONS. (size)10=0-4-0, 2=0-8-0 Max Horz 2=339(LC 12) Max Uplift 10=-534(LC 12), 2=-576(LC 12) Max Grav 10=942(LC 1), 2=1018(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2106/1162, 3-4=-3864/2441, 4-5=-2099/1288, 5-6=-1374/870, 6-7=-1194/779, 7-8=-862/558, 8-9=-862/558, 9-10=-887/631 BOT CHORD 2-16=-1351/1918, 15-16=-1408/2016, 14-15=-2415/3424, 13-14=-1555/2225, 12-13=-846/1217, 11-12=-761/1123 WEBS 3-16=-852/625, 3-15=-1223/1743, 4-15=-538/877, 4-14=-1549/1092, 5-14=-909/1405, 5-13=-1573/1125, 6-13=-306/416, 6-12=-380/312, 7-12=-265/460, 7-11=-359/268, 8-11=-390/365, 9-11=-733/1132 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 25-6-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=534, 2=576. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss D3 Truss Type Half Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283572 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-VlPIhnQjgvUan09nf1N1DNqdjd2C7uB69n3_kzyfiKv Scale = 1:43.9 1 2 3 4 5 10 9 8 7 6 14 15 16 17 18 19 5x6 3x6 3x4 3x6 2x3 3x4 4x8 2x3 3x10 3x4 7-7-0 7-7-0 15-0-0 7-5-0 20-4-0 5-4-0 25-8-0 5-4-0 7-7-0 7-7-0 15-0-0 7-5-0 20-4-0 5-4-0 25-8-0 5-4-0 0-4-16-7-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-3-4], [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.42 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.20 0.04 0.15 (loc) 10-13 10-13 6 10-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. WEBS 1 Row at midpt 2-8 REACTIONS. (size)6=0-4-0, 1=0-8-0 Max Horz 1=338(LC 12) Max Uplift 6=-547(LC 12), 1=-463(LC 12) Max Grav 6=944(LC 1), 1=944(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1890/1016, 2-3=-1110/627, 3-4=-650/433, 4-5=-650/433, 5-6=-896/646 BOT CHORD 1-10=-1214/1704, 8-10=-1215/1699, 7-8=-660/954 WEBS 2-10=0/329, 2-8=-846/609, 3-8=-198/488, 3-7=-482/352, 4-7=-316/300, 5-7=-675/1009 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; 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 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 25-6-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=547, 1=463. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss D4 Truss Type Half Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283573 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-_yzgu7RLRCcRPAkzDluGlbNtK1L1sKqFORoYGPyfiKu Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 16 17 18 19 20 21 3x6 6x8 3x4 6x8 3x6 10x10 3x4 3x4 3x4 2x3 5x8 3x4 7-10-0 7-10-0 15-0-0 7-2-0 17-0-0 2-0-0 25-8-0 8-8-0 7-10-0 7-10-0 15-0-0 7-2-0 17-0-0 2-0-0 21-4-0 4-4-0 25-8-0 4-4-0 0-4-17-5-12-11-135.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-13], [11:0-4-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.41 0.64 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.54 0.28 0.34 (loc) 11-12 11-12 8 11-12 l/defl >999 >567 n/a >903 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 4-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 1 Row at midpt 2-11, 5-9, 6-8 REACTIONS. (size)8=0-4-0, 1=0-8-0 Max Horz 1=383(LC 12) Max Uplift 8=-561(LC 12), 1=-449(LC 12) Max Grav 8=1129(LC 17), 1=1122(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3934/1990, 2-4=-2406/1282, 4-5=-2329/1383, 5-6=-941/526 BOT CHORD 1-12=-2196/3729, 11-12=-2197/3727, 4-11=-297/363, 8-9=-341/545 WEBS 2-12=0/307, 2-11=-1439/850, 9-11=-928/1726, 5-11=-1769/2783, 5-9=-1722/1150, 6-9=-365/782, 6-8=-1051/671 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; 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 17-0-0, Exterior(2R) 17-0-0 to 21-4-0, Interior(1) 21-4-0 to 25-6-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=561, 1=449. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss D5 Truss Type Half Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283574 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:45:58 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-S8X26TS_BWkI1KJAnSPVIow26QhJbmLPd5Y5osyfiKt Scale = 1:51.9 1 2 3 4 5 6 11 10 9 8 7 15 16 17 18 19 3x6 5x8 3x4 6x8 3x6 8x10 3x4 3x4 3x4 2x3 3x4 7-10-0 7-10-0 15-0-0 7-2-0 19-0-0 4-0-0 25-8-0 6-8-0 7-10-0 7-10-0 15-0-0 7-2-0 19-0-0 4-0-0 25-8-0 6-8-0 0-4-18-3-12-11-135.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-4], [10:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.40 0.64 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.51 0.24 0.32 (loc) 10-11 10-11 7 10-11 l/defl >999 >600 n/a >957 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 1 Row at midpt 6-7, 2-10, 5-7 REACTIONS. (size)7=0-4-0, 1=0-8-0 Max Horz 1=428(LC 12) Max Uplift 7=-575(LC 12), 1=-436(LC 12) Max Grav 7=1139(LC 17), 1=1125(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3954/1947, 2-4=-2431/1245, 4-5=-2364/1356 BOT CHORD 1-11=-2204/3757, 10-11=-2204/3755, 4-10=-303/346, 7-8=-427/740 WEBS 2-11=0/306, 2-10=-1434/852, 8-10=-517/919, 5-10=-1407/2301, 5-8=-316/354, 5-7=-1150/663 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; 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 19-0-0, Exterior(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 25-6-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=575, 1=436. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss G Truss Type HIP Qty 1 Ply 2 DEER RUN/ ROBINSON Job Reference (optional) T25283575 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:00 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-OXfoX9TEj7_0GdTYutSzND?RdERD3ryi4P1CtkyfiKr Scale = 1:77.9 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 5x8 3x6 5x8 3x5 3x6 3x8 3x6 3x5 9-0-0 9-0-0 14-5-14 5-5-14 19-9-15 5-4-2 25-2-1 5-4-2 30-6-2 5-4-2 36-0-0 5-5-14 45-0-0 9-0-0 -1-4-0 1-4-0 4-9-14 4-9-14 9-0-0 4-2-2 14-5-14 5-5-14 19-9-15 5-4-2 25-2-1 5-4-2 30-6-2 5-4-2 36-0-0 5-5-14 40-2-2 4-2-2 45-0-0 4-9-14 46-4-0 1-4-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [10:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.21 0.35 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.47 0.11 0.34 (loc) 17-18 17-18 12 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 463 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 9-8-3 oc bracing. REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=167(LC 11) Max Uplift 2=-990(LC 12), 12=-990(LC 12) Max Grav 2=1737(LC 1), 12=1737(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3784/2380, 3-4=-3492/2148, 4-5=-4332/2747, 5-6=-4886/3034, 6-8=-4886/3034, 8-9=-4886/3035, 9-10=-4332/2747, 10-11=-3492/2148, 11-12=-3784/2380 BOT CHORD 2-21=-2077/3468, 20-21=-1764/3190, 18-20=-2481/4332, 17-18=-2758/4886, 15-17=-2458/4332, 14-15=-1764/3190, 12-14=-2100/3468 WEBS 3-21=-374/371, 4-21=-105/372, 4-20=-872/1459, 5-20=-740/522, 5-18=-390/738, 6-18=-284/252, 8-17=-318/260, 9-17=-391/739, 9-15=-740/523, 10-15=-871/1458, 10-14=-105/372, 11-14=-374/371 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-2-0, Interior(1) 3-2-0 to 9-0-0, Exterior(2R) 9-0-0 to 15-4-6, Interior(1) 15-4-6 to 36-0-0, Exterior(2R) 36-0-0 to 42-4-6, Interior(1) 42-4-6 to 46-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 3x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=990, 12=990. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss G1 Truss Type Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283576 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:01 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-sjDBkVUsUR6tun1kSbzCwRXZNegQoCMrJ3mlPByfiKq Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 6x8 4x8 6x8 4x5 4x8 3x4 3x4 4x4 4x4 4x4 4x8 3x4 4x4 4x4 4x4 3x4 3x4 4x8 4x5 5-9-14 5-9-14 11-0-0 5-2-2 16-9-14 5-9-14 22-6-0 5-8-2 28-2-2 5-8-2 34-0-0 5-9-14 39-2-2 5-2-2 45-0-0 5-9-14 -1-4-0 1-4-0 5-9-14 5-9-14 11-0-0 5-2-2 16-9-14 5-9-14 22-6-0 5-8-2 28-2-2 5-8-2 34-0-0 5-9-14 39-2-2 5-2-2 45-0-0 5-9-14 46-4-0 1-4-0 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-0-2], [4:0-2-4,0-3-8], [9:0-2-4,0-3-8], [11:0-2-9,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.40 0.80 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.64 0.17 0.46 (loc) 17 17 11 17 l/defl >999 >843 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 291 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 4-7,7-9: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=199(LC 11) Max Uplift 2=-990(LC 12), 11=-990(LC 12) Max Grav 2=1737(LC 1), 11=1737(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3892/2404, 3-4=-3373/2113, 4-5=-3951/2549, 5-6=-4210/2674, 6-8=-4210/2674, 8-9=-3952/2549, 9-10=-3373/2113, 10-11=-3892/2405 BOT CHORD 2-21=-2093/3564, 20-21=-2093/3564, 18-20=-1692/3074, 17-18=-2238/3949, 16-17=-2215/3949, 14-16=-1704/3074, 13-14=-2116/3564, 11-13=-2116/3564 WEBS 3-20=-617/456, 4-20=-168/401, 4-18=-692/1202, 5-18=-633/465, 5-17=-195/414, 6-17=-297/256, 8-17=-195/414, 8-16=-633/465, 9-16=-692/1202, 9-14=-168/401, 10-14=-617/456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 3-2-0, Interior(1) 3-2-0 to 11-0-0, Exterior(2R) 11-0-0 to 17-4-6, Interior(1) 17-4-6 to 34-0-0, Exterior(2R) 34-0-0 to 40-4-6, Interior(1) 40-4-6 to 46-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=990, 11=990. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss G2 Truss Type Hip Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283577 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:03 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-o6Lx9AV602Ma75B7Z??g?sdvSRO1G6b8mNFsT3yfiKo Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 25 26 27 28 4x5 5x6 4x6 5x6 4x6 3x4 3x4 3x8 3x4 3x4 3x4 3x8 3x8 3x4 3x4 4x6 3x6 6-9-14 6-9-14 13-0-0 6-2-2 19-4-9 6-4-9 25-7-7 6-2-13 32-0-0 6-4-9 38-2-2 6-2-2 45-0-0 6-9-14 6-9-14 6-9-14 13-0-0 6-2-2 19-4-9 6-4-9 25-7-7 6-2-13 32-0-0 6-4-9 38-2-2 6-2-2 45-0-0 6-9-14 46-4-0 1-4-0 0-4-15-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [5:0-3-0,Edge], [7:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.60 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.61 0.20 0.43 (loc) 14-15 14-15 9 14-15 l/defl >999 >886 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing. WEBS 1 Row at midpt 4-17, 6-15, 6-12 REACTIONS. (size)1=0-8-0, 9=0-8-0 Max Horz 1=-226(LC 10) Max Uplift 1=-889(LC 12), 9=-992(LC 12) Max Grav 1=1664(LC 1), 9=1738(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3774/2334, 2-3=-3145/2017, 3-4=-2860/1929, 4-6=-3403/2273, 6-7=-2856/1932, 7-8=-3141/2004, 8-9=-3759/2324 BOT CHORD 1-18=-2016/3433, 17-18=-2016/3433, 15-17=-1914/3403, 14-15=-1893/3401, 12-14=-1893/3401, 11-12=-2032/3417, 9-11=-2032/3417 WEBS 2-18=0/265, 2-17=-736/529, 3-17=-470/876, 4-17=-845/457, 6-12=-846/463, 7-12=-459/873, 8-12=-724/517, 8-11=0/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 13-0-0, Exterior(2R) 13-0-0 to 19-4-9, Interior(1) 19-4-9 to 32-0-0, Exterior(2R) 32-0-0 to 38-2-2, Interior(1) 38-2-2 to 46-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=889, 9=992. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss G3 Truss Type HIP Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283578 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:04 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-GIuJMWWknMURlFmJ7jWwY39_QrfX?WWH?1?P0VyfiKn Scale = 1:78.8 1 2 3 4 5 6 7 8 9 1016 15 14 13 12 11 23 24 25 26 27 28 29 30 5x6 5x6 5x8 3x6 4x8 7x8 MT18HS 3x5 3x4 3x5 4x4 5x12 3x4 3x10 5x6 3x6 7-7-0 7-7-0 14-10-0 7-3-0 22-6-0 7-8-0 29-0-0 6-6-0 34-10-0 5-10-0 40-8-0 5-10-0 45-0-0 4-4-0 7-7-0 7-7-0 15-0-0 7-5-0 22-6-0 7-6-0 30-0-0 7-6-0 34-10-0 4-10-0 40-8-0 5-10-0 45-0-0 4-4-0 46-4-0 1-4-0 0-4-16-7-10-4-12-11-76-7-15.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [2:0-3-0,0-3-4], [3:0-3-0,0-2-4], [5:0-5-12,0-2-8], [12:0-3-8,0-1-8], [13:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.90 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.98 0.40 0.65 (loc) 15-16 15-16 11 15-16 l/defl >961 >495 n/a >749 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 2-3,5-7: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 8-12: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. WEBS 1 Row at midpt 2-15, 5-14 REACTIONS. (size)1=0-8-0, 9=0-8-0, 11=0-8-0 Max Horz 1=-258(LC 10) Max Uplift 1=-750(LC 12), 9=-917(LC 17), 11=-1532(LC 12) Max Grav 1=1393(LC 1), 9=233(LC 12), 11=2814(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5337/3230, 2-3=-4278/2552, 3-4=-3815/2398, 4-5=-2634/1797, 5-6=-1597/1139, 6-8=-1065/714, 8-9=-1412/2535 BOT CHORD 1-16=-2883/5049, 15-16=-2897/5059, 14-15=-1425/2705, 13-14=-662/1381, 12-13=-451/922, 11-12=-2284/1383, 9-11=-2284/1383 WEBS 2-16=0/256, 2-15=-1128/830, 3-15=-616/1242, 4-15=-667/1416, 4-14=-974/699, 5-14=-892/1560, 5-13=-584/369, 6-13=-366/776, 6-12=-901/645, 8-12=-1890/3320, 8-11=-2650/1692 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 15-0-0, Exterior(2R) 15-0-0 to 21-4-6, Interior(1) 21-4-6 to 30-0-0, Exterior(2R) 30-0-0 to 36-4-6, Interior(1) 36-4-6 to 46-4-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=750, 9=917, 11=1532. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss G4 Truss Type HIP Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283579 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:06 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-Dg04nCY?Jzl9_YwiE8YOdUFLKfL5TRFaSLUW4OyfiKl Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 11 12 1321 20 19 18 17 16 15 14 28 29 30 31 32 33 34 4x6 5x6 5x8 3x6 4x8 7x8 MT18HS 5x12 3x5 3x4 3x4 5x6 4x8 3x4 3x4 3x4 3x4 3x4 3x10 5x6 3x6 7-9-0 7-9-0 14-10-0 7-1-0 17-0-0 2-2-0 22-6-0 5-6-0 28-0-0 5-6-0 29-0-0 1-0-0 34-10-0 5-10-0 40-8-0 5-10-0 45-0-0 4-4-0 6-1-5 6-1-5 7-9-0 1-7-11 11-6-10 3-9-11 14-10-0 3-3-6 17-0-0 2-2-0 22-6-0 5-6-0 28-0-0 5-6-0 29-0-0 1-0-0 34-10-0 5-10-0 40-8-0 5-10-0 45-0-0 4-4-0 46-4-0 1-4-0 0-4-17-5-10-4-12-11-77-5-15.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [3:0-3-0,Edge], [5:0-3-0,0-2-4], [7:0-5-12,0-2-8], [15:0-3-8,0-1-8], [16:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.90 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.98 0.40 0.64 (loc) 20-21 20-21 14 20-21 l/defl >970 >499 n/a >759 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 256 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 11-15: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-10 oc bracing. WEBS 1 Row at midpt 2-20 REACTIONS. (size)1=0-8-0, 12=0-8-0, 14=0-8-0 Max Horz 1=-291(LC 10) Max Uplift 1=-751(LC 12), 12=-897(LC 17), 14=-1521(LC 12) Max Grav 1=1396(LC 1), 12=223(LC 12), 14=2782(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5343/3214, 2-4=-4312/2614, 4-5=-3071/2019, 5-6=-2817/1871, 6-7=-2234/1593, 7-8=-1640/1291, 8-9=-1604/1155, 9-11=-1089/729, 11-12=-1389/2467 BOT CHORD 1-21=-2866/5107, 20-21=-2874/5119, 19-20=-2084/3916, 18-19=-1168/2293, 17-18=-723/1511, 16-17=-725/1449, 15-16=-468/944, 14-15=-2222/1362, 12-14=-2222/1362 WEBS 2-21=0/261, 2-20=-1082/753, 4-20=-1027/1992, 5-19=-707/1067, 6-19=-379/886, 6-18=-866/596, 7-18=-646/1135, 7-17=-435/117, 8-17=-63/465, 8-16=-588/321, 9-16=-330/702, 9-15=-892/646, 11-15=-1887/3288, 11-14=-2618/1678, 4-19=-2188/1345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 17-0-0, Exterior(2R) 17-0-0 to 23-4-6, Interior(1) 23-4-6 to 28-0-0, Exterior(2R) 28-0-0 to 34-4-6, Interior(1) 34-4-6 to 46-4-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=751, 12=897, 14=1521. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss G5 Truss Type HIP Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283580 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:07 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-htaS?YZd4Ht0ciVuor4d9inW23hHCuxkh?D3cqyfiKk Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 11 1219 18 17 16 15 14 13 26 27 28 29 30 31 32 4x6 5x6 5x8 3x6 4x8 7x8 MT18HS 5x12 3x5 3x4 3x4 5x6 3x10 3x4 3x4 3x4 3x10 5x6 3x6 7-9-0 7-9-0 14-10-0 7-1-0 19-0-0 4-2-0 26-0-0 7-0-0 29-0-0 3-0-0 34-10-0 5-10-0 40-8-0 5-10-0 45-0-0 4-4-0 7-9-0 7-9-0 14-10-0 7-1-0 19-0-0 4-2-0 26-0-0 7-0-0 29-0-0 3-0-0 34-10-0 5-10-0 40-8-0 5-10-0 45-0-0 4-4-0 46-4-0 1-4-0 0-4-18-3-10-4-12-11-78-3-15.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [3:0-3-0,Edge], [5:0-3-0,0-2-4], [6:0-5-12,0-2-8], [14:0-3-8,0-1-8], [15:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.90 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.98 0.40 0.64 (loc) 18-19 18-19 13 18-19 l/defl >971 >499 n/a >761 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 245 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 10-14: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-10 oc bracing. WEBS 1 Row at midpt 2-18, 4-17 REACTIONS. (size)1=0-8-0, 11=0-8-0, 13=0-8-0 Max Horz 1=-323(LC 10) Max Uplift 1=-752(LC 12), 11=-893(LC 17), 13=-1511(LC 12) Max Grav 1=1397(LC 1), 11=214(LC 12), 13=2768(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5351/3222, 2-4=-4314/2630, 4-5=-2479/1681, 5-6=-2257/1601, 6-7=-1736/1309, 7-8=-1606/1167, 8-10=-1110/738, 10-11=-1361/2437 BOT CHORD 1-19=-2872/5158, 18-19=-2878/5171, 17-18=-2105/3962, 16-17=-765/1615, 15-16=-741/1451, 14-15=-476/943, 13-14=-2194/1338, 11-13=-2194/1338 WEBS 2-19=0/262, 2-18=-1087/757, 4-18=-1027/2024, 4-17=-2363/1405, 5-17=-356/662, 6-17=-507/1029, 6-16=-335/157, 7-16=-89/456, 7-15=-587/349, 8-15=-318/682, 8-14=-882/639, 10-14=-1868/3273, 10-13=-2605/1666 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 19-0-0, Exterior(2R) 19-0-0 to 25-4-6, Interior(1) 25-4-6 to 26-0-0, Exterior(2R) 26-0-0 to 32-4-6, Interior(1) 32-4-6 to 46-4-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=752, 11=893, 13=1511. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss G6 Truss Type HIP Qty 2 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283581 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:09 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-dFiCPEatcu7kr0fHwG65F7tsZsNwgmi18JiAhjyfiKi Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 1219 18 17 16 15 14 13 26 27 28 29 4x6 5x6 5x8 3x6 4x8 5x12 3x5 3x4 3x4 7x8 MT18HS 5x6 3x10 3x4 3x4 3x4 3x10 5x6 3x6 7-9-0 7-9-0 14-10-0 7-1-0 21-0-0 6-2-0 24-0-0 3-0-0 29-0-0 5-0-0 34-10-0 5-10-0 40-8-0 5-10-0 45-0-0 4-4-0 7-9-0 7-9-0 14-10-0 7-1-0 21-0-0 6-2-0 24-0-0 3-0-0 29-0-0 5-0-0 34-10-0 5-10-0 40-8-0 5-10-0 45-0-0 4-4-0 46-4-0 1-4-0 0-4-19-1-10-4-12-11-79-1-15.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [3:0-3-0,Edge], [5:0-3-0,0-2-4], [6:0-5-12,0-2-8], [14:0-3-8,0-1-8], [15:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.89 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -1.00 0.42 0.66 (loc) 18-19 18-19 13 18-19 l/defl >945 >488 n/a >743 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 250 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 10-14: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. WEBS 1 Row at midpt 2-18, 4-17 REACTIONS. (size)1=0-8-0, 11=0-8-0, 13=0-8-0 Max Horz 1=-355(LC 10) Max Uplift 1=-751(LC 12), 11=-923(LC 17), 13=-1525(LC 12) Max Grav 1=1395(LC 1), 11=227(LC 12), 13=2797(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5328/3151, 2-4=-4322/2553, 4-5=-2041/1384, 5-6=-1825/1341, 6-7=-1776/1269, 7-9=-1599/1127, 9-10=-1090/695, 10-11=-1364/2500 BOT CHORD 1-19=-2803/5167, 18-19=-2809/5179, 17-18=-2086/4105, 16-17=-697/1620, 15-16=-715/1451, 14-15=-434/909, 13-14=-2252/1326, 11-13=-2252/1326 WEBS 2-19=0/258, 2-18=-1048/729, 4-18=-993/2075, 4-17=-2739/1571, 5-17=-313/528, 6-17=-364/801, 6-16=-278/175, 7-16=-126/402, 7-15=-568/367, 9-15=-337/709, 9-14=-895/624, 10-14=-1826/3305, 10-13=-2633/1646 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 21-0-0, Exterior(2E) 21-0-0 to 24-0-0, Exterior(2R) 24-0-0 to 30-4-6, Interior(1) 30-4-6 to 46-4-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=751, 11=923, 13=1525. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss G7 Truss Type ROOF SPECIAL Qty 3 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283582 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:10 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-5SGadabVNCFbTADTT_dKnKP1OGjFPChANzSkD9yfiKh Scale = 1:76.0 1 2 3 4 5 6 7 8 9 10 1117 16 15 14 13 12 24 25 26 27 28 4x6 5x6 3x6 4x8 7x8 MT18HS 5x12 3x5 3x4 3x4 5x6 4x8 3x4 3x4 3x10 5x6 3x6 7-9-0 7-9-0 14-10-0 7-1-0 22-6-0 7-8-0 29-0-0 6-6-0 34-10-0 5-10-0 40-8-0 5-10-0 45-0-0 4-4-0 7-9-0 7-9-0 14-10-0 7-1-0 22-6-0 7-8-0 29-0-0 6-6-0 34-10-0 5-10-0 40-8-0 5-10-0 45-0-0 4-4-0 46-4-0 1-4-0 0-4-19-8-90-4-12-11-75.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [3:0-3-0,Edge], [13:0-3-8,0-1-8], [14:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.64 0.88 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -1.01 0.43 0.67 (loc) 16-17 16-17 12 16-17 l/defl >929 >481 n/a >729 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 233 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 9-13: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing. WEBS 1 Row at midpt 2-16, 6-15 2 Rows at 1/3 pts 4-15 REACTIONS. (size)1=0-8-0, 10=0-8-0, 12=0-8-0 Max Horz 1=-379(LC 10) Max Uplift 1=-749(LC 12), 10=-960(LC 17), 12=-1545(LC 12) Max Grav 1=1391(LC 1), 10=245(LC 12), 12=2836(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5309/3147, 2-4=-4311/2542, 4-5=-1808/1267, 5-6=-1795/1266, 6-8=-1584/1117, 8-9=-1059/681, 9-10=-1411/2585 BOT CHORD 1-17=-2788/5161, 16-17=-2792/5173, 15-16=-2044/4023, 14-15=-704/1446, 13-14=-400/880, 12-13=-2330/1368, 10-12=-2330/1368 WEBS 2-17=0/256, 2-16=-1033/721, 4-16=-977/2066, 4-15=-2829/1630, 5-15=-577/970, 6-15=-172/436, 6-14=-580/383, 8-14=-365/730, 8-13=-909/626, 9-13=-1834/3353, 9-12=-2671/1660 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-0, Interior(1) 4-6-0 to 22-6-0, Exterior(2R) 22-6-0 to 27-0-0, Interior(1) 27-0-0 to 46-4-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=749, 10=960, 12=1545. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss GR7 Truss Type Monopitch Girder Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283583 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:11 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-Zepzqvc78WNS4Kof1h8ZKYyKVg5v8mZJccBHmbyfiKg Scale = 1:20.6 1 2 3 5 489 3x8 3x4 3x10 4x4 4x4 HUS26 HUS26 HUS26 3-8-2 3-8-2 7-0-0 3-3-14 3-8-2 3-8-2 7-0-0 3-3-14 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [1:0-8-1,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.17 0.73 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.01 0.03 (loc) 5-7 5-7 4 5-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-9 oc bracing. REACTIONS. (size)1=0-8-0, 4=Mechanical Max Horz 1=154(LC 8) Max Uplift 1=-404(LC 8), 4=-549(LC 8) Max Grav 1=1008(LC 1), 4=1145(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1725/686 BOT CHORD 1-5=-742/1592, 4-5=-742/1592 WEBS 2-5=-445/1175, 2-4=-1757/819 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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=404, 4=549. 7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-8-12 from the left end to 5-8-12 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 5=-549(F) 8=-549(F) 9=-549(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss GRA Truss Type Hip Girder Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283584 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:13 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-W1xjFbdOf7dAKdy296A1Pz1bTTmucfzc3wgOqUyfiKe Scale = 1:47.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 4x5 4x5 3x8 5x8 MT18HS 3x4 2x3 3x8 3x4 3x4 2x3 3x8 3x8 3x4 2x3 3x8 3-9-14 3-9-14 7-0-0 3-2-2 11-1-15 4-1-15 15-2-1 4-0-3 19-4-0 4-1-15 22-6-2 3-2-2 26-4-0 3-9-14 -1-4-0 1-4-0 3-9-14 3-9-14 7-0-0 3-2-2 11-1-15 4-1-15 15-2-1 4-0-3 19-4-0 4-1-15 22-6-2 3-2-2 26-4-0 3-9-14 27-8-0 1-4-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-8-4,0-0-10], [9:0-8-4,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.82 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.49 0.15 0.39 (loc) 13-15 13-15 9 13-15 l/defl >999 >646 n/a >801 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 135 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-7 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-113(LC 23) Max Uplift 2=-1295(LC 8), 9=-1295(LC 8) Max Grav 2=1996(LC 1), 9=1996(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4473/2773, 3-4=-4299/2745, 4-5=-4010/2603, 5-6=-4900/3155, 6-7=-4010/2602, 7-8=-4299/2745, 8-9=-4473/2773 BOT CHORD 2-17=-2452/4090, 16-17=-2452/4090, 15-16=-2951/4900, 13-15=-2952/4899, 12-13=-2952/4899, 11-12=-2452/4089, 9-11=-2452/4089 WEBS 3-16=-368/287, 4-16=-673/1225, 5-16=-1150/687, 5-15=-4/328, 6-13=0/327, 6-12=-1149/688, 7-12=-673/1224, 8-12=-369/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1295, 9=1295. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 326 lb up at 7-0-0, 139 lb down and 167 lb up at 9-0-12, 139 lb down and 167 lb up at 11-0-12, 139 lb down and 167 lb up at 13-2-0, 139 lb down and 167 lb up at 15-3-4, and 139 lb down and 167 lb up at 17-3-4, and 209 lb down and 326 lb up at 19-4-0 on top chord, and 348 lb down and 245 lb up at 7-0-0, 85 lb down and 28 lb up at 9-0-12, 85 lb down and 28 lb up at 11-0-12, 85 lb down and 28 lb up at 13-2-0, 85 lb down and 28 lb up at 15-3-4, and 85 lb down and 28 lb up at 17-3-4, and 348 lb down and 245 lb up at 19-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss GRA Truss Type Hip Girder Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283584 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:13 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-W1xjFbdOf7dAKdy296A1Pz1bTTmucfzc3wgOqUyfiKe LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 18-21=-20 Concentrated Loads (lb) Vert: 4=-162(B) 7=-162(B) 16=-348(B) 5=-110(B) 15=-66(B) 13=-66(B) 6=-110(B) 12=-348(B) 24=-110(B) 26=-110(B) 28=-110(B) 29=-66(B) 30=-66(B) 31=-66(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 77690 Truss GRB Truss Type Roof Special Girder Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283585 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:14 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-_DV5Txe0QRl0xnXEipiGyAanbtCrL3_mIaQxMwyfiKd Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 22 23 5x8 5x6 3x10 3x10 7x8 WB 3x4 3x4 3x4 6x8 3x4 3x4 4x6 5x6 4x5 4x8 2x3 5x8 4x5 HUS26 Special Special Special Special 3-9-14 3-9-14 7-0-0 3-2-2 10-2-0 3-2-0 13-4-0 3-2-0 16-7-8 3-3-8 19-10-8 3-3-0 22-9-8 2-11-0 26-0-0 3-2-8 -1-4-0 1-4-0 3-9-14 3-9-14 7-0-0 3-2-2 10-2-0 3-2-0 13-4-0 3-2-0 16-7-8 3-3-8 19-10-8 3-3-0 22-9-8 2-11-0 26-0-0 3-2-8 0-4-13-3-15-11-125.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-1-5], [4:0-5-12,0-2-8], [8:0-5-4,0-2-0], [17:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.39 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.40 0.07 0.30 (loc) 15-17 15-17 11 15-17 l/defl >999 >782 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 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 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-3 oc bracing. WEBS 1 Row at midpt 10-11, 6-14, 7-13, 8-12 REACTIONS. (size)11=0-4-0, 2=0-8-0 Max Horz 2=351(LC 8) Max Uplift 11=-912(LC 8), 2=-1283(LC 8) Max Grav 11=1603(LC 1), 2=2207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5122/2818, 3-4=-4977/2792, 4-5=-5531/3042, 5-6=-4943/2663, 6-7=-2994/1588, 7-8=-1588/860, 8-9=-824/470, 9-10=-824/470, 10-11=-1570/914 BOT CHORD 2-19=-2850/4707, 18-19=-2850/4707, 17-18=-2773/4606, 15-17=-3190/5531, 14-15=-2793/4912, 13-14=-1579/2748, 12-13=-846/1475 WEBS 3-18=-341/261, 4-18=-345/683, 4-17=-563/1250, 5-17=-420/535, 5-15=-812/725, 6-15=-457/615, 6-14=-2875/1613, 7-14=-1047/1978, 7-13=-2107/1212, 8-13=-925/1697, 8-12=-1411/814, 10-12=-971/1704 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=912, 2=1283. 7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 10-3-4 from the left end to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 331 lb up at 7-0-0, and 140 lb down and 172 lb up at 9-0-12 on top chord, and 352 lb down and 250 lb up at 7-0-0, and 86 lb down and 34 lb up at 9-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss GRB Truss Type Roof Special Girder Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283585 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:14 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-_DV5Txe0QRl0xnXEipiGyAanbtCrL3_mIaQxMwyfiKd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-8=-54, 8-10=-54, 2-11=-20 Concentrated Loads (lb) Vert: 4=-166(F) 18=-352(F) 17=-1125(F) 22=-113(F) 23=-69(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 77690 Truss GRD Truss Type Half Hip Girder Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283586 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:16 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-wcdstdgGy2?kB5hdqEkk1bf?uhmGpvi2luv2RpyfiKb Scale = 1:46.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 5x8 MT18HS 4x6 3x4 6x8 3x8 5x8 MT18HS 7x10 MT18HS 7x14 MT18HS 3x4 3x4 4x10 3x8 3x5 5x10 6x8 2x3 4x10 2-8-0 2-8-0 4-8-0 2-0-0 7-0-0 2-4-0 11-6-0 4-6-0 16-6-0 5-0-0 21-0-2 4-6-2 25-8-0 4-7-14 -1-4-0 1-4-0 2-8-0 2-8-0 4-8-0 2-0-0 7-0-0 2-4-0 11-6-0 4-6-0 16-6-0 5-0-0 21-0-2 4-6-2 25-8-0 4-7-14 0-4-13-3-11-0-05.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [5:0-5-4,0-2-4], [7:0-3-8,0-2-8], [8:0-3-0,Edge], [13:0-1-12,0-2-8], [15:0-6-12,Edge], [18:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.84 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.80 0.29 0.65 (loc) 15-16 15-16 11 15-16 l/defl >720 >384 n/a >472 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 143 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 15-17: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 3-17,13-15: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. WEBS 1 Row at midpt 9-11 REACTIONS. (size)11=0-4-0, 2=0-8-0 Max Horz 2=204(LC 8) Max Uplift 11=-1331(LC 8), 2=-1196(LC 8) Max Grav 11=2154(LC 1), 2=1915(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4341/2553, 3-4=-8233/5039, 4-5=-6097/3747, 5-6=-6929/4307, 6-7=-6709/4181, 7-9=-4220/2602, 10-11=-256/232 BOT CHORD 2-18=-2463/3971, 17-18=-2565/4151, 16-17=-4574/7332, 15-16=-3559/5742, 6-15=-602/495, 13-14=-331/572, 12-13=-1689/2732, 11-12=-1689/2732 WEBS 3-18=-1790/1154, 3-17=-2403/3828, 4-17=-974/1622, 4-16=-1845/1170, 5-16=-727/1287, 5-15=-824/1289, 13-15=-2367/3791, 7-15=-1650/2609, 7-13=-1512/1093, 9-13=-1103/1797, 9-12=0/382, 9-11=-3212/1986 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=26ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1331, 2=1196. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 lb down and 281 lb up at 7-0-0, 190 lb down and 182 lb up at 9-0-12, 190 lb down and 182 lb up at 11-0-12, 139 lb down and 167 lb up at 13-0-12, 139 lb down and 167 lb up at 15-0-12, 139 lb down and 167 lb up at 17-0-12, 143 lb down and 167 lb up at 19-0-12, 143 lb down and 167 lb up at 21-0-12, and 143 lb down and 167 lb up at 23-0-12, and 134 lb down and 164 lb up at 24-10-12 on top chord, and 330 lb down and 226 lb up at 7-0-0, 17 lb down at 7-0-12, 17 lb down at 9-0-12, 17 lb down at 11-0-12, 85 lb down and 28 lb up at 13-0-12, 85 lb down and 28 lb up at 15-0-12, 85 lb down and 28 lb up at 17-0-12, 85 lb down and 28 lb up at 19-0-12, 85 lb down and 28 lb up at 21-0-12, and 85 lb down and 28 lb up at 23-0-12, and 92 lb down and 24 lb up at 24-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss GRD Truss Type Half Hip Girder Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283586 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:16 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-wcdstdgGy2?kB5hdqEkk1bf?uhmGpvi2luv2RpyfiKb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-10=-54, 18-19=-20, 17-18=-20, 15-17=-20, 11-14=-20 Concentrated Loads (lb) Vert: 5=-180(F) 8=-110(F) 16=-333(F=-3) 12=-66(F) 9=-110(F) 22=-173(F) 24=-173(F) 25=-110(F) 27=-110(F) 29=-110(F) 30=-110(F) 31=-120(F) 32=-3(F) 33=-3(F) 34=-66(F) 35=-66(F) 36=-66(F) 37=-66(F) 38=-66(F) 39=-70(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 77690 Truss GRG Truss Type HIP GIRDER Qty 1 Ply 3 DEER RUN/ ROBINSON Job Reference (optional) T25283587 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:22 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-ll_78gk1Yumuv08nAVr8Gsv7_6p5DjRx8qMMeTyfiKV Scale = 1:77.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 6x8 4x8 6x8 4x5 5x8 3x4 3x4 4x8 3x4 3x4 3x4 5x8 4x5 4-0-5 4-0-5 7-0-0 2-11-11 12-3-3 5-3-3 17-4-9 5-1-7 22-6-0 5-1-7 27-7-7 5-1-7 32-8-13 5-1-7 38-0-0 5-3-3 40-11-11 2-11-11 45-0-0 4-0-5 -1-4-0 1-4-0 4-0-5 4-0-5 7-0-0 2-11-11 12-3-3 5-3-3 17-4-9 5-1-7 22-6-0 5-1-7 27-7-7 5-1-7 32-8-13 5-1-7 38-0-0 5-3-3 40-11-11 2-11-11 45-0-0 4-0-5 46-4-0 1-4-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-3-8], [11:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.88 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.96 0.17 0.78 (loc) 20 20 13 20 l/defl >999 >565 n/a >692 L/d 360 240 n/a 240 PLATES MT20 Weight: 870 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 4-8,8-11: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing. REACTIONS. (size)2=0-8-0, 13=0-8-0 Max Horz 2=134(LC 7) Max Uplift 2=-2264(LC 8), 13=-2264(LC 8) Max Grav 2=3566(LC 1), 13=3566(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8623/5344, 3-4=-8621/5410, 4-5=-12082/7589, 5-6=-14445/9044, 6-7=-15270/9554, 7-9=-15270/9554, 9-10=-14445/9044, 10-11=-12082/7589, 11-12=-8621/5410, 12-13=-8622/5344 BOT CHORD 2-25=-4824/7935, 24-25=-4824/7935, 23-24=-4851/7994, 21-23=-7385/12078, 20-21=-8845/14445, 19-20=-8845/14445, 17-19=-7385/12078, 16-17=-4851/7993, 15-16=-4824/7935, 13-15=-4824/7935 WEBS 3-24=-404/356, 4-24=-334/735, 4-23=-2886/4682, 5-23=-2028/1420, 5-21=-1663/2724, 6-21=-1022/781, 6-20=-582/969, 7-20=-610/558, 9-20=-582/969, 9-19=-1022/781, 10-19=-1663/2724, 10-17=-2028/1420, 11-17=-2886/4683, 11-16=-334/735, 12-16=-404/356 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=45ft; eave=6ft; 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 4x4 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2264, 13=2264.Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss GRG Truss Type HIP GIRDER Qty 1 Ply 3 DEER RUN/ ROBINSON Job Reference (optional) T25283587 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:22 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-ll_78gk1Yumuv08nAVr8Gsv7_6p5DjRx8qMMeTyfiKV NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 333 lb up at 7-0-0, 139 lb down and 167 lb up at 9-0-12, 139 lb down and 167 lb up at 11-0-12, 139 lb down and 167 lb up at 13-0-12, 139 lb down and 167 lb up at 15-0-12, 139 lb down and 167 lb up at 17-0-12, 139 lb down and 167 lb up at 19-0-12, 139 lb down and 167 lb up at 21-0-12, 139 lb down and 167 lb up at 22-6-0, 139 lb down and 167 lb up at 23-11-4, 139 lb down and 167 lb up at 25-11-4, 139 lb down and 167 lb up at 27-11-4, 139 lb down and 167 lb up at 29-11-4, 139 lb down and 167 lb up at 31-11-4, 139 lb down and 167 lb up at 33-11-4, and 139 lb down and 167 lb up at 35-11-4, and 209 lb down and 333 lb up at 38-0-0 on top chord, and 348 lb down and 245 lb up at 7-0-0, 85 lb down and 28 lb up at 9-0-12, 85 lb down and 28 lb up at 11-0-12, 85 lb down and 28 lb up at 13-0-12, 85 lb down and 28 lb up at 15-0-12, 85 lb down and 28 lb up at 17-0-12, 85 lb down and 28 lb up at 19-0-12, 85 lb down and 28 lb up at 21-0-12, 85 lb down and 28 lb up at 22-6-0, 85 lb down and 28 lb up at 23-11-4, 85 lb down and 28 lb up at 25-11-4, 85 lb down and 28 lb up at 27-11-4, 85 lb down and 28 lb up at 29-11-4, 85 lb down and 28 lb up at 31-11-4, 85 lb down and 28 lb up at 33-11-4, and 85 lb down and 28 lb up at 35-11-4, and 348 lb down and 245 lb up at 37-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-11=-54, 11-14=-54, 2-13=-20 Concentrated Loads (lb) Vert: 4=-162(B) 11=-162(B) 24=-348(B) 20=-66(B) 7=-110(B) 16=-348(B) 30=-110(B) 31=-110(B) 32=-110(B) 34=-110(B) 35=-110(B) 36=-110(B) 37=-110(B) 38=-110(B) 39=-110(B) 40=-110(B) 41=-110(B) 43=-110(B) 44=-110(B) 45=-110(B) 46=-66(B) 47=-66(B) 48=-66(B) 49=-66(B) 50=-66(B) 51=-66(B) 52=-66(B) 53=-66(B) 54=-66(B) 55=-66(B) 56=-66(B) 57=-66(B) 58=-66(B) 59=-66(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 77690 Truss GRK Truss Type HIP GIRDER Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283588 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:24 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-h86tZMmH4V0c8KI9IwtcLH_QcvX8hcKEb8rTjLyfiKT Scale = 1:43.4 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 5x6 3x6 5x8 MT18HS3x4 3x4 3x4 2x3 3x4 3x10 3x6 5-0-0 5-0-0 9-8-9 4-8-9 14-3-7 4-6-13 19-0-0 4-8-9 24-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 9-8-9 4-8-9 14-3-7 4-6-13 19-0-0 4-8-9 24-0-0 5-0-0 25-4-0 1-4-0 0-4-12-5-10-4-12-5-15.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [3:0-3-12,0-2-8], [6:0-3-12,0-2-8], [7:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.72 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.58 -0.44 -0.15 (loc) 10-12 10-12 7 l/defl >498 >661 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 109 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-3-9 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-84(LC 6) Max Uplift 2=-1680(LC 8), 7=-1680(LC 8) Max Grav 2=1477(LC 1), 7=1477(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3172/3559, 3-4=-2940/3393, 4-5=-4191/4807, 5-6=-2940/3393, 6-7=-3172/3559 BOT CHORD 2-13=-3167/2885, 12-13=-4648/4191, 10-12=-4648/4190, 9-10=-4648/4190, 7-9=-3167/2885 WEBS 3-13=-985/814, 4-13=-1428/1559, 4-12=-282/286, 5-10=-278/285, 5-9=-1427/1559, 6-9=-985/813 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1680, 7=1680. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 307 lb up at 5-0-0, 61 lb down and 130 lb up at 7-0-12, 61 lb down and 130 lb up at 9-0-12, 61 lb down and 130 lb up at 11-0-12, 61 lb down and 130 lb up at 12-11-4, 61 lb down and 130 lb up at 14-11-4, and 61 lb down and 130 lb up at 16-11-4, and 173 lb down and 307 lb up at 19-0-0 on top chord, and 112 lb down and 144 lb up at 5-0-0, 44 lb down and 64 lb up at 7-0-12, 44 lb down and 64 lb up at 9-0-12, 44 lb down and 64 lb up at 11-0-12, 44 lb down and 64 lb up at 12-11-4, 44 lb down and 64 lb up at 14-11-4, and 44 lb down and 64 lb up at 16-11-4, and 112 lb down and 144 lb up at 18-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss GRK Truss Type HIP GIRDER Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283588 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:24 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-h86tZMmH4V0c8KI9IwtcLH_QcvX8hcKEb8rTjLyfiKT LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 14-17=-20 Concentrated Loads (lb) Vert: 3=-126(B) 6=-126(B) 13=-93(B) 9=-93(B) 21=-55(B) 22=-55(B) 23=-55(B) 24=-55(B) 25=-55(B) 26=-55(B) 28=-44(B) 29=-44(B) 30=-44(B) 31=-44(B) 32=-44(B) 33=-44(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 77690 Truss HVA Truss Type Valley Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283589 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-9KgFmimvrp8TmTtMsdOruVXdRJzqQCYNqoa0FoyfiKS Scale = 1:31.6 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 5x6 2x3 2x3 2x3 2x3 20-0-0 20-0-0 9-10-8 9-10-8 10-1-8 0-3-0 20-0-0 9-10-8 4-1-65.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.37 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-0-0. (lb) - Max Horz 1=-122(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-283(LC 12), 8=-283(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=433(LC 18), 8=433(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-311/414, 2-8=-311/414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 19-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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, 5, 7 except (jt=lb) 6=283, 8=283. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss HVB Truss Type Valley Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283590 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:26 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-dXDd_2nYb7GJOdSYPLv4Ri4pjjJ49e7X3SKanEyfiKR Scale = 1:37.9 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 3x4 4x4 4x4 3x4 3x6 2x3 2x3 2x3 2x3 2x3 2x3 9-10-8 9-10-8 13-9-8 3-11-0 23-8-0 9-10-8 9-10-8 9-10-8 13-9-8 3-11-0 23-8-0 9-10-8 4-1-64-1-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.37 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-8-0. (lb) - Max Horz 1=-120(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 10, 8 except 7=-277(LC 12), 11=-277(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=503(LC 18), 11=503(LC 17), 10=321(LC 17), 8=304(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-7=-306/344, 2-11=-306/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-10-8, Exterior(2E) 9-10-8 to 13-9-8, Exterior(2R) 13-9-8 to 18-0-7, Interior(1) 18-0-7 to 22-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 10, 8 except (jt=lb) 7=277, 11=277. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss J1 Truss Type JACK-OPEN Qty 16 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283591 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:27 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-5jn0BOoAMQOA?n1kz2RJzwc0R6k8u6zgH637KgyfiKQ Scale = 1:6.7 1 2 3 4 3x4 1-0-0 1-0-0 -1-4-0 1-4-0 1-0-0 1-0-0 0-4-10-9-10-4-100-9-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.36 0.06 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: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-1(LC 9), 2=-191(LC 12), 4=-12(LC 1) Max Grav 3=16(LC 12), 2=157(LC 1), 4=37(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=191. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss J3 Truss Type JACK-OPEN Qty 14 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283592 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-avLOPjpo7kW1dxcxXmyYW79BAW_ZdZCqWmphs6yfiKP Scale = 1:10.9 1 2 8 3 9 4 3x4 3-0-0 3-0-0 -1-4-0 1-4-0 3-0-0 3-0-0 0-4-11-7-10-4-71-2-101-7-15.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.36 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-61(LC 12), 2=-226(LC 12), 4=-47(LC 9) Max Grav 3=61(LC 1), 2=197(LC 1), 4=49(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=226. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss J3T Truss Type Jack-Open Qty 2 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283593 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-avLOPjpo7kW1dxcxXmyYW79BAW0tdZCqWmphs6yfiKP Scale = 1:10.9 1 2 5 4 9 3 3x4 3x4 3x4 1-6-0 1-6-0 2-8-0 1-2-0 -1-4-0 1-4-0 3-0-0 3-0-0 0-4-11-7-11-3-91-2-100-3-85.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.36 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 -0.01 (loc) 8 4-8 3 4-8 l/defl >999 >999 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 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)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-50(LC 12), 2=-169(LC 12), 4=-1(LC 9) Max Grav 3=61(LC 17), 2=197(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=169. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss J5 Truss Type Jack-Open Qty 10 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283594 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-26vmc3qQu2euF5A75TTn2LiE6wE8M0SzlQYEOZyfiKO Scale = 1:15.0 1 2 8 3 4 3x4 5-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 0-4-12-5-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.86 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.06 -0.00 0.07 (loc) 4-7 4-7 3 4-7 l/defl >999 >999 n/a >852 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=157(LC 12) Max Uplift 3=-102(LC 12), 2=-188(LC 12), 4=-4(LC 12) Max Grav 3=116(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=102, 2=188. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss J5P Truss Type JACK-OPEN Qty 8 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283595 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-WIT8pPq2fLmlsFlJeA_0bYEXRKfO5Ti6_4Inw?yfiKN Scale = 1:15.0 1 2 8 9 3 10 11 4 4x4 4x10 5-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge], [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.41 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.04 -0.00 (loc) 4-7 4-7 3 l/defl >443 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=157(LC 12) Max Uplift 3=-115(LC 12), 2=-284(LC 12), 4=-87(LC 12) Max Grav 3=109(LC 1), 2=264(LC 1), 4=84(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=115, 2=284. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss J5T Truss Type Jack-Open Qty 2 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283596 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-ShbvE5sJBz0T6Yvimb0UgzKrC7H_ZNIPROnu?uyfiKL Scale = 1:15.0 1 2 3 7 6 11 4 5 3x4 4x5 3x6 2x3 2-8-0 2-8-0 4-8-0 2-0-0 5-0-0 0-4-0 -1-4-0 1-4-0 2-8-0 2-8-0 5-0-0 2-4-0 0-4-12-5-11-5-12-0-101-0-05.00 12 6.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.65 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.04 0.09 (loc) 7 7 5 7 l/defl >999 >889 n/a >643 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=157(LC 12) Max Uplift 4=-80(LC 12), 2=-188(LC 12), 5=-26(LC 12) Max Grav 4=102(LC 17), 2=264(LC 1), 5=80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=188. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss J7 Truss Type Jack-Open Qty 31 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283597 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-ShbvE5sJBz0T6Yvimb0UgzKq97LmZNCPROnu?uyfiKL Scale = 1:19.8 1 2 8 9 3 43x4 7-0-0 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.56 0.41 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 -0.00 0.17 (loc) 4-7 4-7 3 4-7 l/defl >999 >468 n/a >477 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=202(LC 12) Max Uplift 3=-152(LC 12), 2=-214(LC 12), 4=-8(LC 12) Max Grav 3=168(LC 17), 2=336(LC 1), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=152, 2=214. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss J7B Truss Type Jack-Open Qty 2 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283598 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:33 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-wt9HSRtxyG8KjiUuKJXjDBs?gXhTIqSZg2WRXKyfiKK Scale = 1:19.1 1 7 8 2 3 3x4 7-0-0 7-0-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.57 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 -0.00 0.19 (loc) 3-6 3-6 2 3-6 l/defl >935 >433 n/a >438 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=156(LC 12) Max Uplift 1=-104(LC 12), 2=-157(LC 12), 3=-14(LC 12) Max Grav 1=257(LC 1), 2=171(LC 17), 3=126(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 1=104, 2=157. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss J7T Truss Type Jack-Open Qty 3 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283599 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:34 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-O3iffntZjaGBLs34t03ylOPBVx3k1FyiuhG?4myfiKJ Scale = 1:19.1 1 2 3 4 8 7 12 5 6 3x4 4x4 5x6 3x4 2x3 2-8-0 2-8-0 4-8-0 2-0-0 7-0-0 2-4-0 -1-4-0 1-4-0 2-8-0 2-8-0 4-8-0 2-0-0 7-0-0 2-4-0 0-4-13-3-12-3-12-10-101-0-05.00 12 6.00 12 Plate Offsets (X,Y)-- [8:0-2-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.50 0.25 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 -0.05 0.21 (loc) 7 7 6 7 l/defl >918 >507 n/a >400 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 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 6-8-3 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=202(LC 12) Max Uplift 5=-166(LC 12), 2=-214(LC 12) Max Grav 5=232(LC 17), 2=336(LC 1), 6=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-503/446 BOT CHORD 2-8=-684/594, 7-8=-714/634 WEBS 3-8=-248/354, 4-7=-332/347, 3-7=-513/591 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=166, 2=214. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss K Truss Type HIP Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283600 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-sGG1t7uBUuO2z0eHRkaBIcyJPLEnmhGr7L?YcCyfiKI Scale = 1:43.4 1 2 3 4 5 6 7 10 9 8 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5x8 MT18HS 5x8 MT18HS 3x6 3x6 3x4 3x4 3x4 3x6 7-0-0 7-0-0 17-0-0 10-0-0 24-0-0 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 12-0-0 5-0-0 17-0-0 5-0-0 24-0-0 7-0-0 25-4-0 1-4-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-4-0,0-1-13], [5:0-4-0,0-1-13], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.90 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.67 -0.35 -0.08 (loc) 8-10 8-10 6 l/defl >428 >813 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 102 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-110(LC 10) Max Uplift 2=-1040(LC 12), 6=-1040(LC 12) Max Grav 2=960(LC 1), 6=960(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1745/3653, 3-4=-1567/3511, 4-5=-1567/3511, 5-6=-1745/3653 BOT CHORD 2-10=-3222/1551, 8-10=-3474/1788, 6-8=-3247/1551 WEBS 3-10=-1071/401, 4-10=-369/250, 4-8=-369/250, 5-8=-1071/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-0-0, Exterior(2R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 17-0-0, Exterior(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 25-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1040, 6=1040. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss K1 Truss Type HIP Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283601 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:36 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-LSqP4TvpFBWvaADT?R5QrpURSlaiV7G?M?l68fyfiKH Scale = 1:40.1 1 2 3 4 5 6 9 8 7 16 17 18 19 20 21 22 23 24 25 26 27 3x8 5x6 4x8 3x8 3x6 3x8 2x3 3x4 2x3 9-0-0 9-0-0 15-0-0 6-0-0 24-0-0 9-0-0 5-8-12 5-8-12 9-0-0 3-3-4 15-0-0 6-0-0 18-3-4 3-3-4 24-0-0 5-8-12 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-6], [3:0-3-0,0-2-4], [4:0-5-4,0-2-4], [6:0-8-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.86 0.92 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.61 -0.30 -0.07 (loc) 7-15 7-15 6 l/defl >474 >953 n/a L/d 240 240 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)1=0-8-0, 6=0-8-0 Max Horz 1=119(LC 11) Max Uplift 1=-941(LC 12), 6=-941(LC 12) Max Grav 1=888(LC 1), 6=888(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1779/3580, 2-3=-1510/3286, 3-4=-1366/3093, 4-5=-1509/3285, 5-6=-1778/3580 BOT CHORD 1-9=-3284/1618, 7-9=-2860/1366, 6-7=-3278/1618 WEBS 2-9=-319/548, 3-9=-1056/378, 4-7=-1077/378, 5-7=-319/550 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 24-0-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=941, 6=941. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss KJ5 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283602 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-peOoIowR0VfmCJofZ8cfN11lk84mEeR8bfUfg5yfiKG Scale = 1:17.1 1 2 8 9 3 10 11 4 3x4 7-0-2 7-0-2 -1-10-10 1-10-10 3-9-9 3-9-9 7-0-2 3-2-9 0-4-12-4-130-4-12-0-122-4-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.17 -0.00 (loc) 4-7 4-7 3 l/defl >405 >478 n/a L/d 240 240 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=156(LC 8) Max Uplift 3=-141(LC 8), 2=-331(LC 8), 4=-114(LC 5) Max Grav 3=148(LC 1), 2=285(LC 1), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=141, 2=331, 4=114. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 59 lb up at 1-6-1, 100 lb down and 59 lb up at 1-6-1, and 37 lb down and 76 lb up at 4-4-0, and 37 lb down and 76 lb up at 4-4-0 on top chord, and 98 lb down and 35 lb up at 1-6-1, 98 lb down and 35 lb up at 1-6-1, and 17 lb down and 4 lb up at 4-4-0, and 17 lb down and 4 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=117(F=59, B=59) 9=-0(F=-0, B=-0) 11=-12(F=-6, B=-6) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss KJ7 Truss Type Diagonal Hip Girder Qty 5 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283603 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-HqyAV8x3npndqTMs6s7uwEawqYQGz0LIpJECDXyfiKF Scale = 1:22.1 1 2 3 7 6 11 12 13 4 14 15 16 53x4 3x4 2x3 3x4 5-2-9 5-2-9 9-10-1 4-7-8 -1-10-10 1-10-10 5-2-9 5-2-9 9-10-1 4-7-8 0-4-13-2-130-4-12-10-123-2-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.22 0.28 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=201(LC 8) Max Uplift 4=-123(LC 8), 2=-319(LC 8), 5=-188(LC 5) Max Grav 4=129(LC 1), 2=444(LC 28), 5=310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-780/514 BOT CHORD 2-7=-566/731, 6-7=-566/731 WEBS 3-7=-87/283, 3-6=-778/602 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=123, 2=319, 5=188. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 59 lb up at 1-6-1, 100 lb down and 59 lb up at 1-6-1, 37 lb down and 76 lb up at 4-4-0, 37 lb down and 76 lb up at 4-4-0, and 130 lb down and 126 lb up at 7-1-15, and 130 lb down and 126 lb up at 7-1-15 on top chord, and 43 lb down and 36 lb up at 1-6-1, 43 lb down and 36 lb up at 1-6-1, 17 lb down and 55 lb up at 4-4-0, 17 lb down and 55 lb up at 4-4-0, and 44 lb down and 19 lb up at 7-1-15, and 44 lb down and 19 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=117(F=59, B=59) 12=-0(F=-0, B=-0) 13=-74(F=-37, B=-37) 15=-12(F=-6, B=-6) 16=-63(F=-32, B=-32) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss KJ7T Truss Type Diagonal Hip Girder Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283604 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:39 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-l1WYiUxiY6vTRdx2gZe7SS66symniV2R2zzml_yfiKE Scale = 1:22.5 1 2 3 4 9 8 7 13 14 15 5 16 17 18 6 3x4 5x6 5x6 3x4 3x4 3x4 3-8-8 3-8-8 6-6-7 2-9-15 9-10-1 3-3-10 -1-10-10 1-10-10 2-3-8 2-3-8 3-8-8 1-5-0 5-1-8 1-5-0 6-6-7 1-5-0 8-0-8 1-6-1 9-10-1 1-9-9 0-4-13-2-130-4-12-10-122-2-131-0-03.54 12 4.24 12 Plate Offsets (X,Y)-- [9:0-3-0,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.14 0.26 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 0.01 (loc) 8 7-8 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-12 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=201(LC 8) Max Uplift 5=-69(LC 8), 2=-268(LC 8), 6=-198(LC 8) Max Grav 5=81(LC 1), 2=468(LC 28), 6=369(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-941/321, 3-4=-1142/569 BOT CHORD 2-9=-381/868, 8-9=-388/902, 7-8=-593/991 WEBS 3-8=-260/309, 4-8=-183/457, 4-7=-1051/629 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=268, 6=198. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 59 lb up at 1-6-1, 100 lb down and 59 lb up at 1-6-1, 101 lb down and 65 lb up at 4-4-0, 101 lb down and 65 lb up at 4-4-0, and 125 lb down and 102 lb up at 7-1-15, and 125 lb down and 102 lb up at 7-1-15 on top chord, and 43 lb down and 36 lb up at 1-6-1, 43 lb down and 36 lb up at 1-6-1, 26 lb down and 9 lb up at 4-4-0, 26 lb down and 9 lb up at 4-4-0, and 49 lb down and 42 lb up at 7-1-15, and 49 lb down and 42 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 9-10=-20, 8-9=-20, 6-8=-20 Concentrated Loads (lb) Vert: 13=117(F=59, B=59) 14=-0(F=-0, B=-0) 15=-46(F=-23, B=-23) 17=-12(F=-6, B=-6) 18=-91(F=-45, B=-45) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss MV2 Truss Type Valley Qty 2 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283605 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-DD4wwqyKIQ1K3nWEEH9M?ffIkMAeR?BbHdjJHQyfiKD Scale = 1:6.9 1 2 3 3x4 2-0-0 2-0-0 0-10-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=29(LC 12) Max Uplift 1=-19(LC 12), 2=-35(LC 12) Max Grav 1=47(LC 1), 2=35(LC 17), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss MV4 Truss Type Valley Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283606 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:41 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-hPdI7Azy3k9Bhx5Qo_hbYtCNomTKASQkVHStpsyfiKC Scale = 1:11.1 1 2 3 3x4 3x4 3x4 4-0-0 4-0-0 1-8-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.50 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=70(LC 12) Max Uplift 1=-47(LC 12), 3=-77(LC 12) Max Grav 1=116(LC 1), 3=117(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss MV6 Truss Type Valley Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283607 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-9cBhLW_aq1H2I5gdLiCq44kb_9qkvujtkxCQMIyfiKB Scale: 3/4"=1' 1 2 3 5 4 6 7 3x4 3x4 3x4 2x3 2x3 6-0-0 6-0-0 2-6-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.12 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=115(LC 12) Max Uplift 4=-55(LC 12), 5=-158(LC 12) Max Grav 1=56(LC 1), 4=85(LC 17), 5=243(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-229/423 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=158. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss MV8 Truss Type Valley Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283608 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:43 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-dol3Ys_CbLPvwEFpvPj3dIHjzZ8MeKh1zbxzulyfiKA Scale = 1:20.6 1 2 3 5 4 6 3x4 3x4 3x4 2x3 2x3 8-0-0 8-0-0 3-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.22 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=160(LC 12) Max Uplift 4=-74(LC 12), 5=-219(LC 12) Max Grav 1=85(LC 1), 4=113(LC 17), 5=336(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/127 WEBS 2-5=-287/482 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=219.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss MVA Truss Type Valley Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283609 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-6_JRmC?qMfXmYOq?T7EI9VpuizVHNpAACFhXQByfiK9 Scale = 1:10.8 1 2 3 3x4 3x4 3x4 3-10-8 3-10-8 1-7-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-10-8, 3=3-10-8 Max Horz 1=67(LC 12) Max Uplift 1=-45(LC 12), 3=-73(LC 12) Max Grav 1=111(LC 1), 3=113(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss V4 Truss Type Valley Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283610 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:46 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-2NRBAt15uGnUni_OaXGmFwvJ2nBSrigTfZAeV4yfiK7 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 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.13 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=-17(LC 10) Max Uplift 1=-50(LC 12), 3=-50(LC 12) Max Grav 1=94(LC 1), 3=94(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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss V8 Truss Type Valley Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283611 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:47 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-WZ?aOD2jfavLPsYa8Fo?n8RNjAWta8PcuDvB1WyfiK6 Scale = 1:14.6 1 2 3 4 3x4 4x4 3x4 2x3 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 1-8-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.60 0.18 0.10 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: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=43(LC 11) Max Uplift 1=-78(LC 12), 3=-78(LC 12), 4=-103(LC 12) Max Grav 1=118(LC 1), 3=118(LC 1), 4=248(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-166/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 except (jt=lb) 4=103. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss V12 Truss Type Valley Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283612 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-aBtpzX0S7yfd9YPC1qlXijM_1Nm86DQKQvQ4ydyfiK8 Scale = 1:18.9 1 2 3 4 5 6 7 8 3x4 4x5 3x4 2x3 12-0-0 12-0-0 6-0-0 6-0-0 12-0-0 6-0-0 2-6-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.45 0.13 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: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=12-0-0, 3=12-0-0, 4=12-0-0 Max Horz 1=-69(LC 10) Max Uplift 1=-104(LC 12), 3=-104(LC 12), 4=-209(LC 12) Max Grav 1=175(LC 21), 3=175(LC 22), 4=439(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-288/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) except (jt=lb) 1=104, 3=104, 4=209.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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 77690 Truss V16 Truss Type Valley Qty 1 Ply 1 DEER RUN/ ROBINSON Job Reference (optional) T25283613 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Sep 8 11:46:46 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:oTgIbYDo9EV0JQIB1LiRlOytyFn-2NRBAt15uGnUni_OaXGmFwvGanDZrhzTfZAeV4yfiK7 Scale = 1:25.3 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 2x3 2x3 2x3 2x3 2x3 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 3-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.06 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-0-0. (lb) - Max Horz 1=-95(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-212(LC 12), 8=-212(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=260(LC 1), 6=322(LC 18), 8=322(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-237/366, 2-8=-237/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 8-0-0, Exterior(2R) 8-0-0 to 11-0-0, Interior(1) 11-0-0 to 15-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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, 5, 7 except (jt=lb) 6=212, 8=212.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. September 9,2021 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