Loading...
HomeMy WebLinkAboutSAMMLER TRUSS ENGINEERING6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2492177_SAMMLER_RES - RJM Custom Homes_2492177 SAMMLER RES Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 170 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 66 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: RJM CUSTOM HOMES Project Name: - Model: 2492177_SAMMLER RES Subdivision: - Address: 5766 PINETREE DR, - State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: February 3,2021 Finn, Walter The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. 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 T22717484 A Date 2/3/212T22717485AGR2/3/213T22717486AH72/3/214T22717487AH92/3/215T22717488B2/3/216T22717489BGR2/3/217T22717490BH52/3/218T22717491CGR2/3/219T22717492CJ12/3/2110T22717493CJ1D2/3/2111T22717494CJ32/3/2112T22717495CJ3B2/3/2113T22717496CJ3D2/3/2114T22717497CJ52/3/2115T22717498CJB2/3/2116T22717499CJB12/3/2117T22717500CJG2/3/2118T22717501CJG12/3/2119T22717502DH52/3/2120T22717503EJ5B2/3/2121T22717504EJ5D2/3/2122T22717505EJ72/3/21 No.Seal#Truss Name 23 T22717506 EJ7G Date 2/3/2124T22717507EJ7G12/3/2125T22717508EJ7G22/3/2126T22717509EJ7G32/3/2127T22717510EJ7G42/3/2128T22717511EJC2/3/2129T22717512G2/3/2130T22717513G12/3/2131T22717514G22/3/2132T22717515G32/3/2133T22717516G42/3/2134T22717517G52/3/2135T22717518G62/3/2136T22717519G72/3/2137T22717520G82/3/2138T22717521G92/3/2139T22717522G102/3/2140T22717523G112/3/2141T22717524G122/3/2142T22717525GH72/3/2143T22717526GH7A2/3/2144T22717527GH92/3/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2492177_SAMMLER_RES - RJM Custom Homes_2492177 SAMMLER RES 2 of 2 Site Information: Lot/Block: - Customer Info: RJM CUSTOM HOMES Project Name: - Model: 2492177_SAMMLER RES Subdivision: - Address: 5766 PINETREE DR, - State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T22717528 GH9A Date 2/3/2146T22717529GH11A2/3/2147T22717530GH13A2/3/2148T22717531GH15A2/3/2149T22717532GH17A2/3/2150T22717533GH19A2/3/2151T22717534GH21A2/3/2152T22717535GH23A2/3/2153T22717536HJ5B2/3/2154T22717537HJ5D2/3/2155T22717538HJ72/3/2156T22717539HJ7G2/3/2157T22717540HJC2/3/2158T22717541VT2/3/2159T22717542VT12/3/2160T22717543VT22/3/2161T22717544VT32/3/2162T22717545VT42/3/2163T22717546VT52/3/2164T22717547VT62/3/2165T22717548VT72/3/2166T22717549VT82/3/21 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 2492177_SAMMLER_RES Truss A Truss Type Common Qty 7 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717484 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:05 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-5TGegf1xxmlQQGv6yBKXd60cFW39ZvooRhbeOhzoqDG Scale = 1:36.5 1 2 3 4 5 6 7 8 9 10 11 12 4x6 1.5x8 STP 1.5x8 STP 4x6 5x8 2x4 2x4 4x6 10-1-0 10-1-0 20-2-0 10-1-0 -1-0-0 1-0-0 6-0-0 6-0-0 10-1-0 4-1-0 14-2-0 4-1-0 20-2-0 6-0-0 21-2-0 1-0-0 0-4-35-4-110-4-36.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] 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-SH 0.53 0.93 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.35 0.03 (loc) 2-8 2-8 6 l/defl >999 >661 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=273(LC 11) Max Uplift 2=-568(LC 12), 6=-568(LC 12) Max Grav 2=797(LC 1), 6=797(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1136/1087, 3-4=-877/878, 4-5=-877/878, 5-6=-1136/1087 BOT CHORD 2-8=-800/1076, 6-8=-806/962 WEBS 4-8=-514/569, 5-8=-389/522, 3-8=-388/522 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 10-1-0, Exterior(2R) 10-1-0 to 16-1-0, Interior(1) 16-1-0 to 21-2-13 zone; cantilever left and right exposed ; end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=568, 6=568. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss AGR Truss Type Common Girder Qty 1 Ply 2 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717485 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:07 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-1sOP5L3BTN?8ga3V4cM?iX6sfJrr1dB5v?4lTZzoqDE Scale = 1:39.9 1 2 3 4 5 6 10 9 8 711121314 15 16 4x6 1.5x8 STP 1.5x8 STP 6x8 6x8 6x12 MT20HS 3x6 3x8 10x12 4x6 3x8 HGUS28-2 HTU26 HTU26 HTU26 HHUS26-2 HTU26 HTU26 7-1-8 7-1-8 10-1-0 2-11-8 14-10-4 4-9-4 20-2-0 5-3-12 -1-0-0 1-0-0 7-1-8 7-1-8 10-1-0 2-11-8 14-10-4 4-9-4 20-2-0 5-3-12 0-4-35-4-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-11,Edge], [6:0-3-11,Edge], [7:0-5-8,0-1-8], [8:0-6-0,0-6-4], [10:0-6-4,0-1-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.53 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.31 0.06 (loc) 7-8 7-8 6 l/defl >886 >760 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 251 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 4-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-11-0 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=263(LC 24) Max Uplift 6=-5014(LC 8), 2=-4055(LC 8) Max Grav 6=7770(LC 1), 2=5823(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11859/8094, 3-4=-9864/6700, 4-5=-9876/6669, 5-6=-13935/9084 BOT CHORD 2-10=-7093/10492, 8-10=-7093/10492, 7-8=-8011/12376, 6-7=-8011/12376 WEBS 3-10=-2019/2687, 3-8=-2626/2091, 4-8=-5778/8553, 5-8=-4062/2583, 5-7=-2102/3562 NOTES-(14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-4-0 oc, Except member 8-3 2x4 - 1 row at 0-9-0 oc, member 8-4 2x4 - 1 row at 0-9-0 oc, member 8-5 2x4 - 1 row at 0-9-0 oc, member 5-7 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=5014, 2=4055. 10) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 12-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 9-0-12 from the left end to 18-0-12 to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 14-1-8 from the left end to connect truss(es) to back face of bottom chord. Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss AGR Truss Type Common Girder Qty 1 Ply 2 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717485 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:07 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-1sOP5L3BTN?8ga3V4cM?iX6sfJrr1dB5v?4lTZzoqDE NOTES-(14) 13) Fill all nail holes where hanger is in contact with lumber. 14) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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, 2-6=-20 Concentrated Loads (lb) Vert: 10=-3126(B) 11=-1480(B) 12=-1480(B) 13=-1480(B) 14=-1472(B) 15=-1518(B) 16=-1518(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 2492177_SAMMLER_RES Truss AH7 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717486 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:08 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-V2ynJh4pEh7?HjehdJtEFle08j6EmFwE7fqI??zoqDD Scale = 1:36.5 1 2 3 4 5 6 9 8 7 10 11 12 13 5x8 1.5x8 STP 1.5x8 STP 4x6 3x6 4x6 3x6 5x6 3x6 NAILED NAILED NAILED NAILED Special NAILED NAILED Special 7-0-0 7-0-0 13-2-0 6-2-0 20-2-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 13-2-0 6-2-0 20-2-0 7-0-0 21-2-0 1-0-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-4], [4:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.84 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.21 -0.08 (loc) 7-9 7-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-10-13 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=198(LC 7) Max Uplift 2=-1458(LC 8), 5=-1458(LC 8) Max Grav 2=1752(LC 36), 5=1752(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3105/2567, 3-4=-2755/2386, 4-5=-3108/2568 BOT CHORD 2-9=-2100/2789, 7-9=-2125/2823, 5-7=-2102/2683 WEBS 3-9=-592/840, 4-7=-609/874 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1458, 5=1458. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 616 lb down and 658 lb up at 7-0-0, and 616 lb down and 658 lb up at 13-1-4 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). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss AH7 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717486 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:08 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-V2ynJh4pEh7?HjehdJtEFle08j6EmFwE7fqI??zoqDD LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-106(F) 4=-106(F) 9=-532(F) 7=-532(F) 10=-106(F) 11=-106(F) 12=-56(F) 13=-56(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 2492177_SAMMLER_RES Truss AH9 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717487 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:09 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-zEV9W14R??FrvtDuB1PTnyBIF7R7VjcOMJZsXSzoqDC Scale = 1:36.5 1 2 3 4 5 6 7 8 9 10 11 12 3x4 1.5x8 STP 1.5x8 STP 3x4 4x6 5x8 2x4 3x6 2x4 4x6 10-1-0 10-1-0 20-2-0 10-1-0 -1-0-0 1-0-0 6-0-0 6-0-0 9-0-0 3-0-0 10-1-0 1-1-0 11-2-0 1-1-0 14-2-0 3-0-0 20-2-0 6-0-0 21-2-0 1-0-0 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-8], [6:0-2-0,0-2-8], [10:0-4-0,0-3-0] 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-SH 0.53 0.93 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.03 (loc) 2-10 2-10 8 l/defl >999 >636 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-247(LC 10) Max Uplift 2=-568(LC 12), 8=-568(LC 12) Max Grav 2=797(LC 1), 8=797(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1128/1007, 3-4=-888/818, 4-5=-750/763, 5-6=-750/763, 6-7=-888/818, 7-8=-1128/1007 BOT CHORD 2-10=-733/1051, 8-10=-729/952 WEBS 3-10=-347/457, 5-10=-426/532, 7-10=-348/457 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 9-0-0, Exterior(2E) 9-0-0 to 11-2-0, Exterior(2R) 11-2-0 to 19-10-0, Interior(1) 19-10-0 to 21-2-13 zone; cantilever left and right exposed ; end vertical 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) 2=568, 8=568. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss B Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717488 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:10 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-SR3XjN54mINiX1o4lkwiKAkR8XomECUXbyJP4uzoqDB Scale = 1:29.6 1 2 3 4 5 6 10 9 8 7 11 12 13 14 5x6 1.5x8 STP 1.5x8 STP 4x6 2x4 3x6 3x6 3x4 3x4 8-1-0 8-1-0 12-4-0 4-3-0 12-9-0 0-5-0 13-6-0 0-9-0 -1-0-0 1-0-0 8-1-0 8-1-0 12-9-0 4-8-0 13-6-0 0-9-0 14-6-0 1-0-0 0-4-34-4-110-4-31-4-06.00 12 Plate Offsets (X,Y)-- [5:0-1-0,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-SH 0.58 0.84 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.21 0.02 (loc) 2-10 2-10 5 l/defl >796 >742 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. Except: 10-0-0 oc bracing: 7-9 REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-196(LC 10) Max Uplift 2=-414(LC 12), 5=-410(LC 12) Max Grav 2=566(LC 17), 5=561(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-562/597, 3-4=-489/690, 4-5=-598/621 BOT CHORD 2-10=-396/462, 5-7=-438/504 WEBS 4-10=-247/332 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 8-1-0, Exterior(2R) 8-1-0 to 14-1-0, Interior(1) 14-1-0 to 14-6-13 zone; cantilever left and right exposed ; end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=414, 5=410. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss BGR Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717489 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:11 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-wddvxi6iWcVZ8BNGJRRxtNGfDw8rzYWgpc2ycKzoqDA Scale = 1:30.5 1 2 3 4 5 9 8 7 6 10 11 5x6 1.5x8 STP 1.5x8 STP 3x6 5x8 3x4 3x12 MT20HS 3x8 8x10 HGUS28-2 HTU26 HUS28 HUS28 7-1-8 7-1-8 12-4-0 5-2-8 12-9-0 0-5-0 13-6-0 0-9-0 -1-0-0 1-0-0 8-1-0 8-1-0 12-9-0 4-8-0 13-6-0 0-9-0 0-4-34-4-110-4-31-4-06.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [6:0-5-12,0-1-8], [8:0-2-12,0-6-0], [9:0-4-9,0-0-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.79 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.08 0.01 (loc) 8-9 8-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 250 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 5-6: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 6-8 REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=181(LC 7) Max Uplift 5=-3781(LC 8), 2=-2150(LC 8) Max Grav 5=5614(LC 1), 2=2946(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5928/4148, 3-4=-4739/3270, 4-5=-8938/6024 BOT CHORD 2-9=-3626/5194, 8-9=-2833/4078, 6-8=-2236/3431, 4-6=-1960/2999, 5-6=-4911/7310 WEBS 3-9=-3124/4406, 3-8=-467/605 NOTES-(14) 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. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=3781, 2=2150. 10) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 12-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 9-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 12) Use Simpson Strong-Tie HUS28 (22-16d Girder, 4-16d Truss, Single Ply Girder) or equivalent spaced at 1-7-10 oc max. starting at 10-4-12 from the left end to 12-0-6 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss BGR Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717489 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:11 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-wddvxi6iWcVZ8BNGJRRxtNGfDw8rzYWgpc2ycKzoqDA 14) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 2-8=-20, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 9=-3081(F) 8=-1480(F) 10=-1480(F) 11=-1480(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 2492177_SAMMLER_RES Truss BH5 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717490 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:12 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-OpBI827KHwdQmLyTs9yAPbpjpKS?i4Kq2GoW8nzoqD9 Scale = 1:31.4 1 2 3 4 5 6 7 11 10 9 8 12 5x6 1.5x8 STP 1.5x8 STP 4x6 3x4 2x4 3x6 4x6 3x4 3x8 Special NAILED Special Special 8-6-0 8-6-0 12-4-0 3-10-0 12-9-0 0-5-0 13-6-0 0-9-0 -1-0-0 1-0-0 7-8-0 7-8-0 8-6-0 0-10-0 12-4-0 3-10-0 13-6-0 1-2-0 14-6-0 1-0-0 0-4-34-2-30-4-31-4-04-2-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-4-0,0-2-8], [6:0-2-0,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.92 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.27 0.04 (loc) 2-11 2-11 6 l/defl >894 >574 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-0 oc bracing. Except: 9-8-0 oc bracing: 8-10 REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-186(LC 6) Max Uplift 2=-652(LC 8), 6=-772(LC 8) Max Grav 2=836(LC 29), 6=944(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/818, 3-4=-899/798, 4-5=-1017/818, 5-6=-1063/739 BOT CHORD 2-11=-623/981, 10-11=-257/379, 6-8=-532/879 WEBS 4-11=-305/443, 5-11=-450/643, 3-11=-274/245 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=652, 6=772. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 371 lb down and 356 lb up at 7-8-0 on top chord, and 146 lb down and 106 lb up at 7-8-0, and 278 lb down and 308 lb up at 8-5-4 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). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-7=-54, 2-10=-20, 9-10=-20, 6-8=-20 Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss BH5 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717490 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:12 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-OpBI827KHwdQmLyTs9yAPbpjpKS?i4Kq2GoW8nzoqD9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-146(B) 4=-56(B) 11=-243(B) 12=-105(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 2492177_SAMMLER_RES Truss CGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717491 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:13 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-s0lgMO7y2DlHOVXfQsTPyoM?AktlRT_zHwX3hDzoqD8 Scale = 1:19.1 1 2 3 4 5 7 6 8 9 10 11 12 13 4x6 1.5x8 STP 1.5x8 STP 5x6 3x8 3x8 3x4 3x8 HGUS26-2 LUS26 NAILED NAILED NAILED NAILED NAILED NAILED 3-9-0 3-9-0 7-1-8 3-4-8 10-7-0 3-5-8 -1-0-0 1-0-0 3-9-0 3-9-0 6-10-0 3-1-0 10-7-0 3-9-0 0-4-32-2-110-4-32-2-116.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-3-0,0-2-0], [5:0-2-10,0-1-8], [6:0-4-11,0-0-8] 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-SH 0.40 0.63 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 0.02 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=109(LC 7) Max Uplift 5=-2087(LC 8), 2=-1257(LC 8) Max Grav 5=2749(LC 1), 2=1521(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2779/2207, 3-4=-2515/2053, 4-5=-4509/3560 BOT CHORD 2-7=-1884/2459, 6-7=-2734/3495, 5-6=-3072/3927 WEBS 3-7=-852/1128, 4-7=-1280/997, 4-6=-2011/2610 NOTES-(14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-4 2x4 - 1 row at 0-3-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=2087, 2=1257. 10) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 8-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss) or equivalent at 9-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 14) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss CGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717491 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:13 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-s0lgMO7y2DlHOVXfQsTPyoM?AktlRT_zHwX3hDzoqD8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-5=-20 Concentrated Loads (lb) Vert: 7=-155(B) 8=-21(B) 9=-21(B) 10=-14(B) 11=-14(B) 12=-2244(F=-2089, B=-155) 13=-940(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 2492177_SAMMLER_RES Truss CJ1 Truss Type Corner Jack Qty 12 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717492 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:14 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-KCJ2Zk8apXu8?e5r_a_eU0uES8MbA1?7WaHdDfzoqD7 Scale = 1:7.0 1 2 3 4 2x4 1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,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-P 0.18 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 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=78(LC 12) Max Uplift 3=-13(LC 1), 2=-178(LC 12) Max Grav 3=38(LC 12), 2=140(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=178. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss CJ1D Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717493 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:14 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-KCJ2Zk8apXu8?e5r_a_eU0uA98MbA1?7WaHdDfzoqD7 Scale = 1:8.2 1 2 3 4 4x6 1.5x8 STP 1-0-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [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-P 0.39 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.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=101(LC 12) Max Uplift 3=-53(LC 1), 2=-299(LC 12) Max Grav 3=116(LC 12), 2=213(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=299. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss CJ3 Truss Type Corner Jack Qty 9 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717494 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:15 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-oOtQn49Car0?dog1YHWt1DRNyYhtvUFGkE0Al5zoqD6 Scale: 1"=1' 1 2 3 4 3x4 1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] 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-P 0.26 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=137(LC 12) Max Uplift 3=-58(LC 12), 2=-187(LC 12) Max Grav 3=72(LC 17), 2=202(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=187. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss CJ3B Truss Type Corner Jack Qty 3 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717495 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:16 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-GaRo_QAqL88sFyFE5?16aR_Yix?7exVQzumjHYzoqD5 Scale = 1:19.0 1 2 3 8 7 6 4 5 2x4 1.5x8 STP 2x4 2x4 2x4 0-9-0 0-9-0 1-2-0 0-5-0 3-0-0 1-10-0 -1-0-0 1-0-0 0-9-0 0-9-0 3-0-0 2-3-0 0-4-33-2-31-5-83-2-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] 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-R 0.26 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=137(LC 12) Max Uplift 4=-51(LC 12), 2=-185(LC 12), 5=-1(LC 9) Max Grav 4=76(LC 17), 2=210(LC 17), 5=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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, 5 except (jt=lb) 2=185. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss CJ3D Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717496 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:16 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-GaRo_QAqL88sFyFE5?16aR_Vkx16exVQzumjHYzoqD5 Scale = 1:13.3 1 2 3 4 3x4 1.5x8 STP 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0-4-31-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,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-P 0.51 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=160(LC 12) Max Uplift 3=-46(LC 9), 2=-262(LC 12) Max Grav 3=53(LC 17), 2=248(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=262. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss CJ5 Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717497 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:17 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-kn_BCmBT6SGjs6qQfiYL6eWcgLKSNOkZCYVHq_zoqD4 Scale = 1:17.9 1 2 3 4 3x6 1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-10] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.75 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=198(LC 12) Max Uplift 3=-141(LC 12), 2=-203(LC 12) Max Grav 3=151(LC 17), 2=272(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=141, 2=203. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss CJB Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717498 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:18 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-DzYZP6B5tmOaUGPcDP3afs3uMlip6r_iQCFqMQzoqD3 Scale = 1:13.8 1 2 3 4 3x6 1.5x8 STP 3-8-0 3-8-0 -1-0-0 1-0-0 3-8-0 3-8-0 0-4-32-2-31-9-82-2-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6] 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-P 0.31 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 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=-88(LC 12), 2=-190(LC 12) Max Grav 3=100(LC 17), 2=224(LC 17), 4=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=190. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss CJB1 Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717499 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:18 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-DzYZP6B5tmOaUGPcDP3afs3nOleI6r_iQCFqMQzoqD3 Scale = 1:19.5 1 2 5 3 4 3x8 1.5x8 STP 5-8-0 5-8-0 -1-0-0 1-0-0 5-8-0 5-8-0 0-4-33-2-32-9-83-2-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.76 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 -0.00 (loc) 2-4 2-4 3 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 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=218(LC 12) Max Uplift 3=-166(LC 12), 2=-211(LC 12) Max Grav 3=176(LC 17), 2=297(LC 17), 4=105(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 5-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=166, 2=211. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss CJG Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717500 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:19 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-h96xcSCje3WR6Q_pn7apB3b3393BrHEsfs_NutzoqD2 Scale = 1:13.8 1 2 3 4 4x6 1.5x8 STP -1-0-0 1-0-0 3-8-0 3-8-0 0-4-32-2-31-2-31-9-81-0-06.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-0-12] 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-P 0.31 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 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=-89(LC 12), 2=-190(LC 12) Max Grav 3=100(LC 17), 2=224(LC 17), 4=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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) 3 except (jt=lb) 2=190. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss CJG1 Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717501 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:19 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-h96xcSCje3WR6Q_pn7apB3byy9?NrHEsfs_NutzoqD2 Scale = 1:19.8 1 2 5 6 3 4 5x6 1.5x8 STP 4x6 4-8-0 4-8-0 5-8-0 1-0-0 -1-0-0 1-0-0 4-8-0 4-8-0 5-8-0 1-0-0 0-4-33-2-31-10-32-9-81-4-06.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-7-1,0-2-0] 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-P 0.77 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 0.01 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-5: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=217(LC 12) Max Uplift 3=-143(LC 12), 2=-210(LC 12), 4=-8(LC 12) Max Grav 3=150(LC 17), 2=297(LC 17), 4=105(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 5-7-4 zone; cantilever left and right exposed ; end vertical 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) 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) 4 except (jt=lb) 3=143, 2=210. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss DH5 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717502 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:20 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-9MgJqnDLPNeIjZZ?Kq52kH8CIZKyajg?uWkxQJzoqD1 Scale = 1:24.9 1 2 3 4 5 6 8 7 4x6 1.5x8 STP 1.5x8 STP 4x6 3x4 3x4 2x4 2x4 NAILED NAILED Special Special 5-0-0 5-0-0 7-0-0 2-0-0 12-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 7-0-0 2-0-0 12-0-0 5-0-0 13-6-0 1-6-0 0-4-32-10-30-4-32-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-2-0,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.34 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 0.07 -0.02 (loc) 2-8 2-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=161(LC 24) Max Uplift 2=-861(LC 8), 5=-861(LC 8) Max Grav 2=789(LC 29), 5=789(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1213/1002, 3-4=-1019/955, 4-5=-1213/1002 BOT CHORD 2-8=-751/1061, 7-8=-763/1078, 5-7=-747/1057 WEBS 3-8=-279/369, 4-7=-279/369 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=861, 5=861. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 419 lb down and 150 lb up at 5-0-0, and 419 lb down and 150 lb up at 6-11-4 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). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss DH5 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717502 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:20 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-9MgJqnDLPNeIjZZ?Kq52kH8CIZKyajg?uWkxQJzoqD1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-49(F) 4=-49(F) 8=-204(F) 7=-204(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 2492177_SAMMLER_RES Truss EJ5B Truss Type Jack-Open Qty 2 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717503 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:21 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-dYEh17EzAhm9Lj8BuYcHHUhLVycFJBk97ATUzlzoqD0 Scale: 1/2"=1' 1 2 3 8 7 6 4 5 3x4 1.5x8 STP 3x4 3x4 3x4 0-9-0 0-9-0 1-2-0 0-5-0 5-0-0 3-10-0 -1-0-0 1-0-0 0-9-0 0-9-0 5-0-0 4-3-0 0-4-34-2-32-5-84-2-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2], [6:0-0-0,0-1-8] 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-R 0.57 0.59 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.06 0.05 (loc) 5-6 5-6 5 l/defl >826 >916 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=198(LC 12) Max Uplift 4=-122(LC 12), 2=-200(LC 12), 5=-5(LC 12) Max Grav 4=143(LC 17), 2=282(LC 17), 5=78(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-8=-196/267 NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 5 except (jt=lb) 4=122, 2=200. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss EJ5D Truss Type Jack-Open Qty 2 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717504 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:22 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-5ko4FTEbx_u?ztjOSF8WpiDU?M1d2e_ILqD2VCzoqD? Scale = 1:18.2 1 2 5 3 4 3x4 1.5x8 STP 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,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-P 0.65 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=221(LC 12) Max Uplift 3=-123(LC 12), 2=-263(LC 12) Max Grav 3=141(LC 17), 2=311(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=123, 2=263. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss EJ7 Truss Type Jack-Open Qty 29 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717505 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:22 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-5ko4FTEbx_u?ztjOSF8WpiDQWMvV2e_ILqD2VCzoqD? Scale = 1:23.3 1 2 5 3 44x6 1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-33-10-30-4-113-5-83-10-36.00 12 Plate Offsets (X,Y)-- [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-SH 0.94 0.78 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.19 -0.00 (loc) 2-4 2-4 3 l/defl >456 >423 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-1-11 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=258(LC 12) Max Uplift 3=-190(LC 12), 2=-228(LC 12), 4=-4(LC 12) Max Grav 3=209(LC 17), 2=348(LC 17), 4=120(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical 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=190, 2=228. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss EJ7G Truss Type Jack-Open Qty 4 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717506 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:23 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-ZxMSSpFDiI0sa1Ha0zflMvmcwmL?n5DSaUyb1ezoqD_ Scale = 1:21.8 1 2 5 6 3 4 5x8 1.5x8 STP 4x6 4-8-0 4-8-0 7-0-0 2-4-0 -1-0-0 1-0-0 4-8-0 4-8-0 7-0-0 2-4-0 0-4-33-10-32-6-33-5-81-4-06.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-1-11] 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-SH 0.83 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.15 0.05 (loc) 5 5 4 l/defl >646 >546 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 4-5: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=258(LC 12) Max Uplift 3=-181(LC 12), 2=-227(LC 12), 4=-14(LC 12) Max Grav 3=194(LC 17), 2=348(LC 17), 4=127(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical 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) 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) 4 except (jt=lb) 3=181, 2=227. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss EJ7G1 Truss Type Jack-Open Qty 2 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717507 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:24 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-17wqg9GsTc8jCBsmZgA_u7JlNAedWYTbp8i8Y4zoqCz Scale = 1:23.3 1 2 3 8 7 6 9 4 5 4x6 1.5x8 STP 3x4 5x6 4x10 MT20HS 6-8-8 6-8-8 7-0-0 0-3-8 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-33-4-73-10-32-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [6:0-5-0,0-0-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.98 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.08 -0.01 (loc) 2-8 2-8 5 l/defl >999 >964 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 29 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=414(LC 12) Max Uplift 4=-9(LC 17), 2=-191(LC 12), 5=-275(LC 12) Max Grav 4=52(LC 3), 2=329(LC 1), 5=340(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-6=-287/446 BOT CHORD 2-8=-313/292 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=191, 5=275. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss EJ7G2 Truss Type Jack-Open Qty 6 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717508 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:25 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-VJTCtVHUDvGaqLRy7OhDRKrzUawwF?jk1oRi5WzoqCy Scale = 1:23.3 1 2 3 7 6 8 4 5 4x6 1.5x8 STP 2x4 5x8 2-5-0 2-5-0 2-8-0 0-3-0 7-0-0 4-4-0 -1-0-0 1-0-0 2-5-0 2-5-0 7-0-0 4-7-0 0-4-33-10-32-10-33-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [3:0-5-11,0-2-4] 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-R 0.76 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 0.29 -0.18 (loc) 6 6 5 l/defl >241 >276 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 2-6: 2x4 SP No.2, 3-7: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=258(LC 12) Max Uplift 4=-159(LC 12), 2=-226(LC 12), 5=-35(LC 12) Max Grav 4=187(LC 17), 2=353(LC 17), 5=116(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical 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) 5 except (jt=lb) 4=159, 2=226. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss EJ7G3 Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717509 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:26 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-_W1a4rI6_DORRU09h5CS_XO8NzEN_REuGSBFdzzoqCx Scale = 1:19.7 1 2 3 6 4 5 4x6 1.5x8 STP 3x8 2x4 5-1-0 5-1-0 7-0-0 1-11-0 -1-0-0 1-0-0 5-1-0 5-1-0 7-0-0 1-11-0 0-4-32-10-110-3-82-7-32-10-116.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.91 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 0.26 -0.13 (loc) 2-6 2-6 4 l/defl >260 >305 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=203(LC 12) Max Uplift 4=-63(LC 12), 2=-253(LC 12), 5=-106(LC 12) Max Grav 4=87(LC 1), 2=352(LC 17), 5=170(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-173/373 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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) 4 except (jt=lb) 2=253, 5=106. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss EJ7G4 Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717510 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:27 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-SibzIBIklXWI3ebLFojiWlxMeNaBjug1V6wp9PzoqCw Scale = 1:17.1 1 2 3 6 4 5 4x6 1.5x8 STP 3x6 2x4 3-11-0 3-11-0 7-0-0 3-1-0 -1-0-0 1-0-0 3-11-0 3-11-0 7-0-0 3-1-0 0-4-32-3-110-3-82-0-32-3-116.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6] 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-SH 0.53 0.94 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 0.28 -0.17 (loc) 2-6 2-6 4 l/defl >246 >288 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=168(LC 12) Max Uplift 4=-97(LC 12), 2=-266(LC 12), 5=-60(LC 12) Max Grav 4=116(LC 1), 2=348(LC 17), 5=128(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-156/333 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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) 4, 5 except (jt=lb) 2=266. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss EJC Truss Type Jack-Open Qty 2 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717511 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:27 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-SibzIBIklXWI3ebLFojiWlxPlNmojvD1V6wp9PzoqCw Scale = 1:14.0 1 2 3 4 3x6 1.5x8 STP 3-9-0 3-9-0 -1-0-0 1-0-0 3-9-0 3-9-0 0-4-32-2-111-10-02-2-116.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6] 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-P 0.33 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 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=160(LC 12) Max Uplift 3=-91(LC 12), 2=-191(LC 12) Max Grav 3=103(LC 17), 2=227(LC 17), 4=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=191. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717512 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:28 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-wu9LVWJMWqe9hoAXoWEx3yTQJnxpSB6BkmgMhrzoqCv Scale = 1:70.9 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 21 22 23 24 7x10 4x6 7x10 4x6 3x6 6x8 5x8 2x4 3x4 3x6 6x8 5x6 4x6 5x6 3x6 7-8-0 7-8-0 16-2-9 8-6-9 24-7-7 8-4-13 33-2-0 8-6-9 40-10-0 7-8-0 7-8-0 7-8-0 16-2-9 8-6-9 24-7-7 8-4-13 33-2-0 8-6-9 40-10-0 7-8-0 1-8-35-6-31-8-35-6-36.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-7-0,0-2-0], [4:0-3-0,Edge], [6:0-7-0,0-2-0], [7:0-3-0,0-1-8], [8:Edge,0-3-8], [9:0-3-8,0-3-0], [14:0-3-8,0-3-0] 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-SH 0.98 0.85 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.49 0.10 (loc) 11-12 11-12 8 l/defl >999 >988 n/a L/d 240 180 n/a PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 2-4,4-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 10-13: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing. WEBS 1 Row at midpt 2-12, 5-12, 6-11, 1-14, 7-9 REACTIONS. (size)15=Mechanical, 8=Mechanical Max Horz 15=282(LC 11) Max Uplift 15=-935(LC 12), 8=-935(LC 12) Max Grav 15=1784(LC 17), 8=1789(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2462/1576, 2-3=-3261/2269, 3-5=-3261/2269, 5-6=-3278/2269, 6-7=-2470/1576, 1-15=-1666/1158, 7-8=-1670/1158 BOT CHORD 14-15=-273/389, 12-14=-1261/2245, 11-12=-2042/3293, 9-11=-1297/2085 WEBS 2-14=-148/266, 2-12=-872/1446, 3-12=-487/537, 5-11=-513/504, 6-11=-872/1457, 6-9=-148/266, 1-14=-1133/1956, 7-9=-1134/1965 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-8-0, Exterior(2R) 7-8-0 to 16-2-9, Interior(1) 16-2-9 to 33-2-0, Exterior(2E) 33-2-0 to 40-8-4 zone; cantilever left and right exposed ; end vertical 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=935, 8=935. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G1 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717513 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:30 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-sHH5wCLc2Svtw6KwwxHP8NZoBbb1w8uTB49TmkzoqCt Scale = 1:71.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 2x4 5x8 3x6 5x8 2x4 4x6 3x4 4x6 3x4 3x4 2x4 3x8 3x4 4x6 6x8 6x8 3x6 9-4-0 9-4-0 16-9-4 7-5-4 24-0-12 7-3-8 31-6-0 7-5-4 40-10-0 9-4-0 4-9-12 4-9-12 9-4-0 4-6-4 16-9-4 7-5-4 24-0-12 7-3-8 31-6-0 7-5-4 36-0-4 4-6-4 40-10-0 4-9-12 1-8-36-4-31-8-36-4-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [7:0-6-0,0-2-8] 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-SH 0.90 0.93 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 -0.46 0.14 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 4-6-4 oc bracing: 13-14. WEBS 1 Row at midpt 3-14, 4-13, 7-13, 2-17, 8-10 REACTIONS. (size)17=Mechanical, 10=Mechanical Max Horz 17=-323(LC 10) Max Uplift 17=-935(LC 12), 10=-935(LC 12) Max Grav 17=1815(LC 17), 10=1810(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/189, 2-3=-2463/1634, 3-4=-2880/2041, 4-6=-2866/2040, 6-7=-2866/2040, 7-8=-2456/1634, 8-9=-271/189 BOT CHORD 16-17=-1285/2100, 14-16=-1233/2275, 13-14=-1725/2966, 11-13=-1246/2084, 10-11=-1261/1854 WEBS 2-16=-100/416, 3-14=-664/1071, 4-14=-460/459, 6-13=-419/489, 7-13=-663/1061, 8-11=-100/414, 2-17=-2243/1538, 8-10=-2237/1538 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 9-4-0, Exterior(2R) 9-4-0 to 17-9-13, Interior(1) 17-9-13 to 31-6-0, Exterior(2R) 31-6-0 to 39-11-13, Interior(1) 39-11-13 to 40-8-4 zone; cantilever left and right exposed ; end vertical 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=935, 10=935. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G2 Truss Type Hip Qty 1 Ply 2 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717514 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:35 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-DE4_zwPlt_X91tCtjUsarRGibcK0bMxDLLsERxzoqCo Scale = 1:73.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 5x6 1.5x8 STP 4x6 5x6 4x6 4x6 6x8 4x6 4x6 2x4 3x4 2x4 6x8 3x6 3x6 6x8 6x8 5x12 4x6 7-0-0 7-0-0 11-4-0 4-4-0 20-5-0 9-1-0 29-6-0 9-1-0 36-8-12 7-2-12 40-10-0 4-1-4 -1-0-0 1-0-0 7-0-0 7-0-0 11-4-0 4-4-0 17-4-11 6-0-11 23-5-5 6-0-11 29-6-0 6-0-11 36-8-12 7-2-12 40-10-0 4-1-4 0-4-36-0-37-4-31-8-31-4-05-5-62-0-97-4-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge], [4:0-3-0,0-2-0], [6:0-3-0,Edge], [8:0-3-0,0-2-0], [10:0-3-0,0-1-8] 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-SH 0.66 0.88 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.88 -1.16 0.78 (loc) 16 16-18 11 l/defl >553 >416 n/a L/d 240 180 n/a PLATES MT20 Weight: 412 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-14 oc bracing. REACTIONS. (size)11=Mechanical, 2=0-8-0 Max Horz 2=372(LC 11) Max Uplift 11=-930(LC 12), 2=-1050(LC 12) Max Grav 11=1492(LC 1), 2=1570(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4389/3258, 3-4=-3931/2906, 4-5=-3525/2701, 5-7=-9279/6660, 7-8=-3614/2775, 8-9=-4039/2932, 9-10=-4310/3295, 10-11=-1424/1130 BOT CHORD 2-19=-2880/4014, 18-19=-2874/4015, 16-18=-4640/6702, 14-16=-4717/6721, 13-14=-3242/4200, 9-13=-182/269 WEBS 3-18=-497/516, 4-18=-1023/1467, 5-18=-3507/2527, 5-16=-2013/3089, 7-16=-1928/3067, 7-14=-3432/2533, 8-14=-907/1400, 9-14=-831/846, 10-13=-2885/3787 NOTES-(12) 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 11-4-0, Exterior(2R) 11-4-0 to 19-9-13, Interior(1) 19-9-13 to 29-6-0, Exterior(2R) 29-6-0 to 37-11-13, Interior(1) 37-11-13 to 40-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;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) 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) Refer to girder(s) for truss to truss connections. 10) 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. Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G2 Truss Type Hip Qty 1 Ply 2 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717514 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:35 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-DE4_zwPlt_X91tCtjUsarRGibcK0bMxDLLsERxzoqCo NOTES-(12) 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 930 lb uplift at joint 11 and 1050 lb uplift at joint 2. 12) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G3 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717515 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:37 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-9dClObQ?PbntGBMGqvv2wsL_8P_s3DXVofLKWqzoqCm Scale = 1:74.8 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 6x12 MT20HS 1.5x8 STP 6x12 MT20HS 6x8 4x6 4x6 2x4 2x4 6x8 5x8 2x4 3x4 2x4 7x10 4x6 7x10 2x4 6x8 7-8-0 7-8-0 13-4-0 5-8-0 20-5-0 7-1-0 27-6-0 7-1-0 31-3-4 3-9-4 34-0-0 2-8-12 40-10-0 6-10-0 -1-0-0 1-0-0 7-8-0 7-8-0 13-4-0 5-8-0 20-5-0 7-1-0 27-6-0 7-1-0 31-3-4 3-9-4 40-10-0 9-6-12 0-4-37-0-38-4-31-8-31-4-05-5-62-7-78-4-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [3:0-4-0,0-3-0], [4:0-9-4,0-2-8], [6:0-8-12,0-2-4], [8:0-3-8,Edge], [12:0-6-4,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-SH 0.91 0.92 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.89 -1.20 0.82 (loc) 14 14-16 9 l/defl >547 >404 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 236 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-4: 2x4 SP No.2, 4-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-14,2-15: 2x4 SP No.1, 7-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-14,6-14,8-12: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 4-14, 6-14, 8-12 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=419(LC 11) Max Uplift 9=-916(LC 12), 2=-1046(LC 12) Max Grav 9=1538(LC 1), 2=1581(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4433/3266, 3-4=-3807/2820, 4-5=-6079/4481, 5-6=-6080/4481, 6-7=-3913/2807, 7-8=-4648/3285, 8-9=-1509/1178 BOT CHORD 2-17=-2887/4139, 16-17=-2882/4129, 14-16=-2250/3438, 13-14=-2242/3502, 12-13=-2943/4259, 10-12=0/261, 7-12=0/280 WEBS 3-17=0/253, 3-16=-677/628, 4-16=-239/439, 4-14=-2000/2919, 5-14=-436/494, 6-14=-2008/2827, 6-13=-196/508, 7-13=-942/745, 8-12=-2758/4017 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 13-4-0, Exterior(2R) 13-4-0 to 21-9-13, Interior(1) 21-9-13 to 27-6-0, Exterior(2R) 27-6-0 to 35-11-13, Interior(1) 35-11-13 to 40-8-4 zone; cantilever left and right exposed ; end vertical 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) Refer to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 916 lb uplift at joint 9 and 1046 lb uplift at joint 2.Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G3 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717515 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:37 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-9dClObQ?PbntGBMGqvv2wsL_8P_s3DXVofLKWqzoqCm 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G4 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717516 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:38 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-dpm7cxReAvvkuKxSOcQHT3u9hpJoofef1J5u2GzoqCl Scale = 1:74.8 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 20 21 22 23 24 5x6 1.5x8 STP 4x6 3x8 MT20HS 5x8 2x4 2x4 6x8 6x12 MT20HS 2x4 4x6 5x6 2x4 6x8 4x6 7x10 6x8 2x4 6x8 7-8-0 7-8-0 15-4-0 7-8-0 20-5-0 5-1-0 25-6-0 5-1-0 31-3-4 5-9-4 34-0-0 2-8-12 40-10-0 6-10-0 -1-0-0 1-0-0 7-8-0 7-8-0 15-4-0 7-8-0 20-5-0 5-1-0 25-6-0 5-1-0 34-0-0 8-6-0 40-10-0 6-10-0 0-4-38-0-39-4-31-8-31-4-05-5-62-7-79-4-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-3-8,0-2-4], [6:0-3-8,0-2-4], [7:0-3-0,Edge], [9:0-3-8,Edge], [13:0-4-0,0-3-4] 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-SH 0.93 1.00 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.74 -1.01 0.70 (loc) 12 12 10 l/defl >654 >482 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 230 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-15,2-17: 2x4 SP No.1, 8-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-13: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 3-16, 8-14, 9-13 REACTIONS. (size)10=Mechanical, 2=0-8-0 Max Horz 2=470(LC 11) Max Uplift 10=-916(LC 12), 2=-1046(LC 12) Max Grav 10=1538(LC 1), 2=1581(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4500/3319, 3-4=-3574/2651, 4-5=-4252/3234, 5-6=-4251/3234, 6-8=-3653/2613, 8-9=-4676/3313, 9-10=-1505/1170 BOT CHORD 2-18=-2945/4274, 16-18=-2946/4267, 15-16=-2058/3223, 14-15=-2016/3222, 13-14=-3042/4360, 11-13=0/260, 8-13=0/323 WEBS 3-18=0/315, 3-16=-1004/865, 4-16=-248/475, 4-15=-924/1419, 5-15=-266/298, 6-15=-975/1467, 6-14=-216/547, 8-14=-1370/1064, 9-13=-2804/4057 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 15-4-0, Exterior(2R) 15-4-0 to 23-9-13, Interior(1) 23-9-13 to 25-6-0, Exterior(2R) 25-6-0 to 34-1-12, Interior(1) 34-1-12 to 40-8-4 zone; cantilever left and right exposed ; end vertical 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) Refer to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 916 lb uplift at joint 10 and 1046 lb uplift at joint 2.Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G4 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717516 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:39 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-50KVpHSGwD1bVUWfyKxW?HQKRDf1X6uoGzqRaizoqCk 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G5 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717517 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:40 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-ZCtt0dSuhW9S7e5rV1SlYUzYgd?WGexyUda?79zoqCj Scale = 1:75.0 1 2 3 4 5 6 7 8 9 10 1120 19 18 17 16 15 14 13 12 22 23 24 5x6 WB 1.5x8 STP 1.5x8 STP 5x8 5x8 4x6 3x8 MT20HS 5x8 5x6 2x4 2x4 4x6 3x4 2x4 3x4 3x4 5x6 5x12 3x4 2x4 6x8 8-10-13 8-10-13 17-4-0 8-5-3 20-5-0 3-1-0 23-6-0 3-1-0 29-11-4 6-5-4 31-0-0 1-0-12 34-10-0 3-10-0 40-10-0 6-0-0 -1-0-0 1-0-0 8-10-13 8-10-13 17-4-0 8-5-3 23-6-0 6-2-0 29-11-4 6-5-4 34-10-0 4-10-12 40-10-0 6-0-0 41-10-0 1-0-0 0-4-39-0-30-4-34-1-61-10-159-0-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-3-0,Edge], [5:0-5-4,0-2-0], [6:0-5-8,0-2-4], [7:0-3-0,Edge], [17:0-3-9,0-2-8] 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-SH 0.77 0.98 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.52 -0.74 0.48 (loc) 17 18-20 10 l/defl >924 >651 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 219 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-6: 2x4 SP No.2, 7-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 15-17,2-19: 2x4 SP No.1, 8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 3-18, 8-16 REACTIONS. (size)10=0-8-0, 2=0-8-0 Max Horz 2=-452(LC 10) Max Uplift 10=-1039(LC 12), 2=-1042(LC 12) Max Grav 10=1580(LC 1), 2=1568(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4437/3106, 3-5=-3272/2300, 5-6=-3229/2389, 6-8=-3265/2314, 8-9=-4186/3021, 9-10=-2838/2015 BOT CHORD 2-20=-2628/4254, 18-20=-2625/4247, 17-18=-1588/2978, 16-17=-1609/2903, 15-16=-2565/3869, 8-15=-100/384, 10-12=-1642/2438 WEBS 3-20=0/372, 3-18=-1248/1028, 5-18=-287/546, 5-17=-434/747, 6-17=-433/872, 6-16=-299/576, 8-16=-1196/962, 12-15=-1779/2694, 9-15=-826/1323, 9-12=-1163/857 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 17-4-0, Exterior(2E) 17-4-0 to 23-6-0, Exterior(2R) 23-6-0 to 31-11-13, Interior(1) 31-11-13 to 41-10-13 zone; cantilever left and right exposed ; end vertical 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) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1039 lb uplift at joint 10 and 1042 lb uplift at joint 2. Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G5 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717517 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:41 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-1ORFEzTWSqHJlog13lz_4iWiQ0Ll?5B5jHJYfbzoqCi 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G6 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717518 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:42 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-Wb?eRJU8D7PAMyEEdSVDdv2qtQi8kTtFyx35B1zoqCh Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 12 1322 21 20 19 18 17 16 15 14 24 25 26 27 4x6 1.5x8 STP 1.5x8 STP 5x8 5x8 3x8 MT20HS 3x8 MT20HS 5x8 2x4 2x4 2x4 4x6 3x4 2x4 3x4 6x8 6x8 3x4 5x6 7x10 3x4 2x4 6x8 9-10-13 9-10-13 19-4-0 9-5-3 20-5-0 1-1-0 21-6-0 1-1-0 29-11-4 8-5-4 31-0-0 1-0-12 34-10-0 3-10-0 40-10-0 6-0-0 -1-0-0 1-0-0 6-9-2 6-9-2 13-0-9 6-3-7 19-4-0 6-3-7 21-6-0 2-2-0 26-3-0 4-9-0 29-11-4 3-8-4 34-10-0 4-10-12 40-10-0 6-0-0 41-10-0 1-0-0 0-4-310-0-30-4-34-1-61-10-1510-0-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-3-0,Edge], [6:0-6-0,0-2-8], [7:0-6-0,0-2-8], [17:0-2-12,0-2-12], [19:0-3-9,0-2-8] 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-SH 0.91 0.91 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.87 0.47 (loc) 20-22 17-18 12 l/defl >864 >553 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 236 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 10-15: 2x4 SP No.3, 12-16: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 14-17: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-8 oc bracing. Except: 10-0-0 oc bracing: 15-17 REACTIONS. (size)12=0-8-0, 2=0-8-0 Max Horz 2=-501(LC 10) Max Uplift 12=-1039(LC 12), 2=-1042(LC 12) Max Grav 12=1580(LC 1), 2=1568(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4451/3023, 3-5=-4095/2797, 5-6=-2977/2060, 6-7=-2675/1993, 7-8=-2963/2076, 8-10=-4151/3001, 10-11=-4108/2835, 11-12=-2844/1957 BOT CHORD 2-22=-2567/4312, 20-22=-2055/3642, 19-20=-1276/2711, 18-19=-1287/2622, 17-18=-1891/3208, 10-17=-266/284, 12-14=-1594/2445 WEBS 3-22=-352/421, 5-22=-266/583, 5-20=-956/846, 6-20=-390/798, 6-19=-348/497, 7-19=-408/581, 7-18=-442/922, 8-18=-821/747, 8-17=-629/1013, 14-17=-1733/2711, 11-17=-680/1231, 11-14=-1147/820 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 19-4-0, Exterior(2E) 19-4-0 to 21-6-0, Exterior(2R) 21-6-0 to 29-11-13, Interior(1) 29-11-13 to 41-10-13 zone; cantilever left and right exposed ; end vertical 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) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1039 lb uplift at joint 12 and 1042 lb uplift at joint 2. Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G6 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717518 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:42 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-Wb?eRJU8D7PAMyEEdSVDdv2qtQi8kTtFyx35B1zoqCh 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G7 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717519 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:44 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-Sz7Os?VOllfucFOcktXhiK893EMCCPRXPFYCGwzoqCf Scale = 1:79.5 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 21 22 23 24 4x6 1.5x8 STP 1.5x8 STP 5x6 4x6 3x8 MT20HS 2x4 2x4 2x4 4x6 3x4 2x4 3x4 6x8 3x4 5x6 7x10 3x4 2x4 6x8 10-5-5 10-5-5 20-5-0 9-11-11 29-11-4 9-6-4 31-0-0 1-0-12 34-10-0 3-10-0 40-10-0 6-0-0 -1-0-0 1-0-0 7-1-7 7-1-7 13-9-4 6-7-12 20-5-0 6-7-12 25-9-6 5-4-6 29-11-4 4-1-14 34-10-0 4-10-12 40-10-0 6-0-0 41-10-0 1-0-0 0-4-310-6-110-4-34-1-61-10-156.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-3-0,Edge], [8:0-3-0,Edge], [16:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 1.00 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.57 -1.17 0.48 (loc) 17 16-17 11 l/defl >842 >412 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 215 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 16-17: 2x4 SP M 31, 9-14: 2x4 SP No.3, 2-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 13-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-17, 6-17 REACTIONS. (size)11=0-8-0, 2=0-8-0 Max Horz 2=-527(LC 10) Max Uplift 11=-1039(LC 12), 2=-1042(LC 12) Max Grav 11=1580(LC 1), 2=1568(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4445/3044, 3-5=-4052/2783, 5-6=-2859/2040, 6-7=-2840/2061, 7-9=-4179/3004, 9-10=-4118/2836, 10-11=-2844/1994 BOT CHORD 2-19=-2586/4328, 17-19=-2045/3576, 16-17=-1881/3144, 9-16=-288/284, 11-13=-1593/2445 WEBS 3-19=-398/463, 5-19=-294/646, 5-17=-1012/886, 6-17=-1444/2182, 7-17=-886/799, 7-16=-659/1117, 13-16=-1726/2725, 10-16=-675/1242, 10-13=-1152/818 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 20-5-0, Exterior(2R) 20-5-0 to 26-5-0, Interior(1) 26-5-0 to 41-10-13 zone; cantilever left and right exposed ; end vertical 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) 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) 2 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 1039 lb uplift at joint 11 and 1042 lb uplift at joint 2. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G8 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717520 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:46 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-OMF8HgXfHMwcrZY?sIZ9nlDVc12xgIuqtZ1JKozoqCd Scale = 1:84.1 1 2 3 4 5 6 7 8 9 10 11 1220 19 18 17 16 15 14 13 22 23 24 4x6 1.5x8 STP 1.5x8 STP 5x6 4x6 3x8 MT20HS 4x6 2x4 2x4 4x6 3x4 2x4 3x4 5x8 3x4 3x4 5x6 5x12 3x4 2x4 6x8 10-5-5 10-5-5 20-5-0 9-11-11 26-3-6 5-10-6 30-10-0 4-6-10 32-0-0 1-2-0 34-10-0 2-10-0 40-10-0 6-0-0 -1-0-0 1-0-0 7-1-7 7-1-7 13-9-4 6-7-12 20-5-0 6-7-12 26-3-6 5-10-6 30-10-0 4-6-10 34-10-0 4-0-0 40-10-0 6-0-0 41-10-0 1-0-0 0-4-310-6-110-4-34-1-61-8-76.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-3-0,Edge], [8:0-3-0,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-SH 0.99 0.98 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.58 -0.97 0.50 (loc) 18 18-20 11 l/defl >830 >499 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 215 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 9-14: 2x4 SP No.3, 2-19: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 13-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-18, 6-18 REACTIONS. (size)11=0-8-0, 2=0-8-0 Max Horz 2=-527(LC 10) Max Uplift 11=-1038(LC 12), 2=-1043(LC 12) Max Grav 11=1582(LC 1), 2=1568(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4448/3038, 3-5=-4058/2781, 5-6=-2851/2039, 6-7=-2839/2059, 7-9=-3599/2523, 9-10=-4206/2923, 10-11=-2845/1992 BOT CHORD 2-20=-2584/4331, 18-20=-2045/3574, 17-18=-1912/3242, 16-17=-2412/3867, 9-16=-131/316, 11-13=-1586/2445 WEBS 3-20=-394/464, 5-20=-292/662, 5-18=-1019/882, 6-18=-1419/2162, 7-18=-993/800, 7-17=-192/453, 9-17=-793/553, 13-16=-1805/2819, 10-16=-816/1421, 10-13=-1431/994 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 20-5-0, Exterior(2R) 20-5-0 to 26-3-6, Interior(1) 26-3-6 to 41-10-13 zone; cantilever left and right exposed ; end vertical 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) 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) 2 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 1038 lb uplift at joint 11 and 1043 lb uplift at joint 2. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G9 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717521 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:47 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-sYoWU0YH2g2STj7BQ?4OKzmgOROwPj?_5DmssFzoqCc Scale = 1:83.9 1 2 3 4 5 6 7 8 9 10 11 1220 19 18 17 16 15 14 13 22 23 24 4x6 1.5x8 STP 1.5x8 STP 5x6 3x8 MT20HS 3x8 MT20HS 4x6 2x4 2x4 4x6 3x4 2x4 3x4 5x8 3x4 3x4 5x6 5x12 3x4 2x4 6x8 10-5-5 10-5-5 20-5-0 9-11-11 26-9-6 6-4-6 31-11-8 5-2-2 33-0-0 1-0-8 35-10-0 2-10-0 40-10-0 5-0-0 -1-0-0 1-0-0 7-1-7 7-1-7 13-9-4 6-7-12 20-5-0 6-7-12 26-9-6 6-4-6 31-11-8 5-2-2 35-10-0 3-10-8 40-10-0 5-0-0 41-10-0 1-0-0 0-4-310-6-110-4-34-1-61-5-156.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-3-0,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-SH 0.99 1.00 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.59 -0.97 0.51 (loc) 18 18-20 11 l/defl >817 >498 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 214 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 9-14: 2x4 SP No.3, 2-19: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 13-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-18, 6-18 REACTIONS. (size)11=0-8-0, 2=0-8-0 Max Horz 2=-527(LC 10) Max Uplift 11=-1039(LC 12), 2=-1043(LC 12) Max Grav 11=1581(LC 1), 2=1566(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4444/3044, 3-5=-4053/2782, 5-6=-2847/2046, 6-7=-2843/2055, 7-9=-3672/2574, 9-10=-4296/2983, 10-11=-2849/1998 BOT CHORD 2-20=-2585/4327, 18-20=-2044/3570, 17-18=-1982/3303, 16-17=-2522/3977, 9-16=-63/281, 11-13=-1603/2448 WEBS 3-20=-395/464, 5-20=-293/662, 5-18=-1019/881, 6-18=-1403/2148, 7-18=-1047/843, 7-17=-159/445, 9-17=-845/597, 13-16=-1746/2705, 10-16=-869/1457, 10-13=-1284/898 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 20-5-0, Exterior(2R) 20-5-0 to 26-5-0, Interior(1) 26-5-0 to 41-10-13 zone; cantilever left and right exposed ; end vertical 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) 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) 2 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 1039 lb uplift at joint 11 and 1043 lb uplift at joint 2. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G10 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717522 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:31 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-KTrT8YLFpl1kYGv6Ueoehb5zH_y1fYldQku0IAzoqCs Scale = 1:86.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 22 2324 25 26 3x6 1.5x8 STP 5x6 5x6 5x12 4x6 3x6 2x4 5x6 2x4 2x4 2x4 3x4 2x4 6x8 3x4 5x8 3x4 3x4 6x8 2x4 5x8 6-0-0 6-0-0 11-0-4 5-0-4 20-5-0 9-4-12 27-1-2 6-8-2 33-11-8 6-10-6 35-0-0 1-0-8 40-6-8 5-6-8 -1-0-0 1-0-0 6-0-0 6-0-0 11-0-4 5-0-4 15-8-10 4-8-6 20-5-0 4-8-6 27-1-2 6-8-2 33-7-8 6-6-6 33-11-8 0-4-0 40-6-8 6-7-0 0-4-33-11-710-6-113-11-72-8-04-1-62-1-141-0-156.00 12 2.50 12 Plate Offsets (X,Y)-- [11:0-3-8,0-3-0], [15:0-2-4,0-3-0] 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-SH 0.87 0.88 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.61 0.08 (loc) 17-18 17-18 23 l/defl >999 >579 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-19,10-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-14 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 6-18, 8-17 REACTIONS.All bearings 11-0-4 except (jt=length) 23=0-4-8. (lb) - Max Horz 2=555(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-217(LC 12), 20=-292(LC 12), 19=-752(LC 12), 23=-666(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=270(LC 18), 20=389(LC 21), 19=1466(LC 17), 19=1366(LC 1), 23=1054(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-392/345, 3-5=-426/432, 5-6=-364/390, 6-7=-1300/1147, 7-8=-1335/1101, 8-9=-2251/1680, 9-10=-1875/1341, 10-11=-1854/1344 BOT CHORD 18-19=-1334/1050, 5-18=-329/315, 17-18=-711/867, 16-17=-1446/1988, 15-16=-1858/2549 WEBS 3-20=-233/362, 6-18=-1433/1185, 6-17=-59/425, 7-17=-634/830, 8-17=-1062/875, 8-16=-104/447, 9-16=-606/453, 9-15=-1304/999, 11-15=-1352/1925, 11-23=-1139/824 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 20-5-0, Exterior(2R) 20-5-0 to 26-5-0, Interior(1) 26-5-0 to 39-11-4 zone; cantilever left and right exposed ; end vertical 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) Bearing at joint(s) 23 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 217 lb uplift at joint 2, 292 lb uplift at joint 20, 752 lb uplift at joint 19 and 666 lb uplift at joint 23. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G11 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717523 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:33 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-GsyEYENVLNHSnZ2Vb3q6m0BJ?ocA7OGwt1N7N3zoqCq Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 20 21 22 23 24 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x6 6x8 4x6 6x8 3x6 2x4 5x6 2x4 4x10 MT20HS 3x4 2x4 6x8 3x4 5x12 6x8 6x8 2x4 6-0-0 6-0-0 10-5-0 4-5-0 11-0-4 0-7-4 20-5-0 9-4-12 31-7-8 11-2-8 34-1-0 2-5-8 40-6-8 6-5-8 -1-0-0 1-0-0 6-0-0 6-0-0 11-0-4 5-0-4 15-8-10 4-8-6 20-5-0 4-8-6 26-0-4 5-7-4 31-7-8 5-7-4 40-6-8 8-11-0 0-4-34-11-710-6-112-3-72-8-01-5-62-1-140-10-104-11-76.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [10:Edge,0-2-0], [12:0-6-4,0-3-0], [14:0-2-10,Edge], [15:0-4-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.97 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.55 -0.87 0.03 (loc) 13 14-15 11 l/defl >648 >405 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 237 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-17: 2x4 SP No.3, 13-15,11-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 6-16, 12-15, 8-12 2 Rows at 1/3 pts 9-11 REACTIONS. (size)11=0-4-8, 2=0-8-0, 17=0-7-4 Max Horz 2=498(LC 11) Max Uplift 11=-659(LC 12), 2=-542(LC 12), 17=-1209(LC 12) Max Grav 11=1100(LC 1), 2=412(LC 21), 17=1607(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-397/553, 3-5=-316/448, 5-6=-234/421, 6-7=-1287/1128, 7-8=-1305/1086, 8-9=-3708/2666, 10-11=-246/295 BOT CHORD 2-18=-624/290, 17-18=-624/290, 16-17=-1394/1098, 5-16=-333/321, 15-16=-704/828, 14-15=-385/675, 9-12=-1277/1047, 11-12=-2428/3493 WEBS 3-18=-389/265, 3-17=-453/815, 6-16=-1508/1245, 6-15=-82/451, 7-15=-653/844, 8-15=-1030/925, 12-15=-1060/1246, 8-12=-1134/1872, 9-11=-3400/2351 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 20-5-0, Exterior(2R) 20-5-0 to 26-5-0, Interior(1) 26-5-0 to 40-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 659 lb uplift at joint 11, 542 lb uplift at joint 2 and 1209 lb uplift at joint 17. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss G12 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717524 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:34 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-l2WcmaO76gPIPjdh9nLLIDjX1C_1ss036h7gvVzoqCp Scale = 1:76.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 22 23 24 25 26 3x6 1.5x8 STP 1.5x8 STP 5x6 3x6 2x4 5x6 2x4 2x4 3x6 3x4 2x4 6x8 3x4 5x12 3x6 7x10 2x4 4x6 5x8 2x4 5x6 5-9-6 5-9-6 10-5-0 4-7-10 11-0-4 0-7-4 20-5-0 9-4-12 29-7-8 9-2-8 34-1-0 4-5-8 34-11-4 0-10-4 40-6-8 5-7-4 -1-0-0 1-0-0 5-9-6 5-9-6 11-0-4 5-2-14 15-8-10 4-8-6 20-5-0 4-8-6 25-0-4 4-7-4 29-7-8 4-7-4 34-11-4 5-3-12 40-1-8 5-2-4 40-6-8 0-5-0 0-4-35-11-710-6-110-3-82-8-01-5-62-1-140-5-105-11-76.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [11:0-2-0,Edge], [14:0-8-0,0-4-0], [17:0-5-4,0-2-8] 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-SH 0.65 0.86 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.93 0.04 (loc) 15 15 12 l/defl >844 >383 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-19,9-16: 2x4 SP No.3, 15-17: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-7 oc bracing. Except: 4-4-0 oc bracing: 13-14 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-18, 14-17 REACTIONS. (size)2=0-8-0, 12=0-4-8, 19=0-7-4 Max Horz 2=526(LC 11) Max Uplift 2=-552(LC 12), 12=-656(LC 12), 19=-1190(LC 12) Max Grav 2=423(LC 21), 12=1135(LC 1), 19=1590(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-432/606, 3-5=-380/423, 5-6=-313/357, 6-7=-1335/1144, 7-8=-1337/1120, 8-9=-2981/2128, 9-10=-1772/1260, 10-11=-1772/1261, 11-12=-1086/800 BOT CHORD 2-20=-690/323, 19-20=-690/323, 18-19=-1399/1121, 5-18=-349/334, 17-18=-789/876, 16-17=-393/455, 14-16=0/338, 9-14=-987/804, 13-14=-1840/2769 WEBS 3-20=-377/258, 3-19=-455/824, 6-18=-1483/1279, 6-17=-93/436, 7-17=-722/912, 8-17=-938/808, 14-17=-957/1367, 8-14=-758/1334, 11-13=-1330/1988, 10-13=-325/380, 9-13=-1142/761 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 20-5-0, Exterior(2R) 20-5-0 to 26-5-0, Interior(1) 26-5-0 to 40-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint 2, 656 lb uplift at joint 12 and 1190 lb uplift at joint 19. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss GH7 Truss Type Flat Girder Qty 1 Ply 2 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717525 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:12 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-dMpzkZrz9LBvzZX?Nl1FrEIyGWyZm4rfrcKhFIzoqCD Scale = 1:69.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 566x8 3x8 MT20HS 6x8 4x10 MT20HS 3x8 3x8 3x8 MT20HS 4x10 MT20HS NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 8-4-2 8-4-2 16-4-11 8-0-10 24-5-5 8-0-10 32-5-14 8-0-10 40-10-0 8-4-2 7-0-0 7-0-0 13-8-8 6-8-8 20-5-0 6-8-8 27-1-8 6-8-8 33-10-0 6-8-8 40-10-0 7-0-0 3-10-3LOADING (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-SH 0.98 0.88 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.79 -0.86 0.21 (loc) 13-14 13-14 10 l/defl >616 >566 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 421 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEBS 1 Row at midpt 2-17, 8-10 REACTIONS. (size)17=Mechanical, 10=Mechanical Max Horz 17=239(LC 5) Max Uplift 17=-2398(LC 8), 10=-2440(LC 8) Max Grav 17=3326(LC 26), 10=3383(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-321/332, 2-3=-6346/4577, 3-5=-9273/6692, 5-7=-9274/6693, 7-8=-6352/4580, 9-10=-360/370 BOT CHORD 16-17=-3954/5633, 14-16=-6207/8711, 13-14=-6985/9747, 11-13=-6209/8683, 10-11=-3959/5585 WEBS 2-17=-6156/4485, 2-16=-1262/2125, 3-16=-2827/2168, 3-14=-511/1007, 5-14=-613/627, 5-13=-612/625, 7-13=-510/1004, 7-11=-2822/2165, 8-11=-1260/2124, 8-10=-6160/4488 NOTES-(13) 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) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2398 lb uplift at joint 17 and 2440 lb uplift at joint 10. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss GH7 Truss Type Flat Girder Qty 1 Ply 2 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717525 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:12 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-dMpzkZrz9LBvzZX?Nl1FrEIyGWyZm4rfrcKhFIzoqCD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-54, 10-17=-20 Concentrated Loads (lb) Vert: 4=-106(F) 15=-56(F) 3=-106(F) 8=-106(F) 18=-106(F) 19=-106(F) 20=-106(F) 21=-106(F) 22=-106(F) 24=-106(F) 26=-106(F) 27=-106(F) 28=-106(F) 29=-106(F) 30=-106(F) 31=-106(F) 32=-106(F) 34=-106(F) 35=-106(F) 36=-106(F) 37=-106(F) 38=-56(F) 39=-56(F) 40=-56(F) 41=-56(F) 42=-56(F) 43=-56(F) 44=-56(F) 45=-56(F) 46=-56(F) 47=-56(F) 48=-56(F) 49=-56(F) 50=-56(F) 51=-56(F) 52=-56(F) 53=-56(F) 54=-56(F) 55=-56(F) 56=-56(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 2492177_SAMMLER_RES Truss GH7A Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717526 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:21 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-s5sNdeyc16KeYxjjP8hMi8AX782tNAn_wV?f3HzoqC4 Scale = 1:76.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4142 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 5x8 1.5x8 STP 1.5x8 STP 3x6 5x6 3x6 3x8 5x12 2x4 2x4 3x6 4x6 5x6 3x6 2x4 5x12 2x4 8x14 MT20HS7x10 3x4 4x6 2x4 3x6 6x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-4-0 4-4-0 10-5-0 6-1-0 11-2-0 0-9-0 11-6-0 0-4-0 13-1-0 1-7-0 19-3-12 6-2-12 26-3-8 6-11-12 26-8-0 0-4-8 36-6-0 9-10-0 40-10-0 4-4-0 -1-0-0 1-0-0 4-4-0 4-4-0 11-2-0 6-10-0 19-3-12 8-1-12 26-8-0 7-4-4 31-7-0 4-11-0 36-6-0 4-11-0 40-10-0 4-4-0 0-4-32-6-33-10-31-8-31-4-03-10-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [4:0-3-0,0-2-8], [10:0-3-0,0-2-0], [13:0-6-12,Edge], [14:0-3-0,0-0-0], [16:0-6-4,0-4-8], [18:0-1-8,0-1-8], [19:0-3-4,0-1-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.74 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.47 -0.49 -0.07 (loc) 16-17 16-17 12 l/defl >766 >732 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 450 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 4-22: 2x6 SP No.2, 23-24: 2x4 SP No.3, 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-17,8-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. Except: 10-0-0 oc bracing: 18-19, 14-16 WEBS 1 Row at midpt 4-17, 13-16 REACTIONS. (size)2=0-8-0, 12=Mechanical, 20=0-8-0 Max Horz 2=201(LC 24) Max Uplift 2=-397(LC 25), 12=-1628(LC 8), 20=-3379(LC 8) Max Grav 2=92(LC 13), 12=2254(LC 30), 20=4363(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-95/514, 3-4=-2664/3735, 4-6=-3953/2892, 6-8=-3953/2892, 8-9=-6286/4704, 9-10=-2594/1902, 10-11=-2806/1999, 11-12=-2101/1516 BOT CHORD 2-21=-506/194, 20-21=-484/177, 19-20=-2524/1894, 17-18=-2202/1705, 16-17=-4709/6541, 14-16=0/378, 8-16=-149/364, 13-14=-306/671 WEBS 3-21=-268/472, 4-17=-4641/6394, 6-17=-762/759, 8-17=-2761/2122, 13-16=-2965/3783, 9-16=-1416/2065, 9-13=-2416/1974, 10-13=-424/775, 11-13=-1643/2429, 4-20=-3110/2404, 3-20=-3580/2842 NOTES-(14) 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, 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) 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) Refer to girder(s) for truss to truss connections. Continued on page 2 February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss GH7A Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717526 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:21 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-s5sNdeyc16KeYxjjP8hMi8AX782tNAn_wV?f3HzoqC4 NOTES-(14) 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 397 lb uplift at joint 2, 1628 lb uplift at joint 12 and 3379 lb uplift at joint 20. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 393 lb down and 406 lb up at 4-4-0 on top chord, and 346 lb down and 129 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-10=-54, 10-11=-54, 2-19=-20, 16-18=-20, 14-15=-20, 12-14=-20 Concentrated Loads (lb) Vert: 3=-171(B) 5=-92(B) 10=-106(B) 21=-209(B) 26=-95(B) 27=-95(B) 28=-95(B) 30=41(B) 32=-92(B) 33=-92(B) 34=-92(B) 35=-92(B) 36=-92(B) 38=41(B) 39=-106(B) 41=-106(B) 42=-106(B) 43=-106(B) 44=-33(B) 45=-62(B) 46=-67(B) 47=-67(B) 48=-67(B) 49=-73(B) 50=-73(B) 51=-73(B) 52=-73(B) 53=-73(B) 54=-73(B) 55=-216(B) 56=-56(B) 57=-56(B) 58=-56(B) 59=-56(B) 60=-56(B) 61=-129(B) 62=-101(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 2492177_SAMMLER_RES Truss GH9 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717527 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:23 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-pT_72K_sZkaMnFt6XZkqnZFqLykMr?dHNpUm89zoqC2 Scale = 1:70.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 5x8 4x6 5x8 3x6 3x6 3x6 5x6 5x8 2x4 2x4 3x8 2x4 5x12 4x6 4x6 4x6 6-4-0 6-4-0 15-0-6 8-8-6 23-7-0 8-6-10 32-1-10 8-6-10 40-10-0 8-8-6 6-4-0 6-4-0 15-0-6 8-8-6 23-7-0 8-6-10 32-1-10 8-6-10 40-10-0 8-8-6 1-8-34-10-36.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-5-8,0-2-4], [4:0-3-0,Edge], [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-SH 0.99 0.74 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.42 -0.56 0.11 (loc) 12-13 12-13 9 l/defl >999 >867 n/a L/d 240 180 n/a PLATES MT20 Weight: 221 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-4: 2x4 SP M 31, 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 14-16: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 1 Row at midpt 2-13, 5-13, 5-10, 8-10 REACTIONS. (size)9=Mechanical, 16=Mechanical Max Horz 16=334(LC 9) Max Uplift 9=-938(LC 12), 16=-933(LC 12) Max Grav 9=1500(LC 1), 16=1500(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2078/1535, 2-3=-3212/2455, 3-5=-3211/2455, 5-7=-2333/1735, 7-8=-2333/1735, 8-9=-1422/1100, 1-16=-1445/1147 BOT CHORD 15-16=-543/409, 13-15=-1500/1798, 12-13=-2413/3342, 10-12=-2413/3342 WEBS 2-15=-231/316, 2-13=-1108/1608, 3-13=-501/565, 5-12=0/331, 5-10=-1143/819, 7-10=-503/546, 8-10=-1816/2598, 1-15=-1189/1739 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-4-0, Exterior(2R) 6-4-0 to 15-0-6, Interior(1) 15-0-6 to 40-8-4 zone; cantilever left and right exposed ; end vertical 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) 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 938 lb uplift at joint 9 and 933 lb uplift at joint 16. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss GH9A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717528 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:24 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-HgYWFg_UK1iCPPSI4HF3Kmo2JM3uaUzQcTEKgczoqC1 Scale = 1:72.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019 22 23 24 25 26 27 28 29 5x8 1.5x8 STP 1.5x8 STP 3x6 5x8 3x6 5x8 5x8 2x4 2x4 3x6 4x6 3x4 3x6 2x4 4x12 2x4 5x8 6x8 4x6 2x4 6-4-0 6-4-0 10-5-0 4-1-0 11-2-0 0-9-0 13-1-0 1-11-0 19-1-12 6-0-12 26-3-8 7-1-12 26-8-0 0-4-8 34-6-0 7-10-0 40-10-0 6-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 11-2-0 4-10-0 13-1-0 1-11-0 19-1-12 6-0-12 26-3-8 7-1-12 34-6-0 8-2-8 40-10-0 6-4-0 0-4-33-6-34-10-31-8-31-4-04-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [3:0-6-0,0-2-8], [8:0-5-8,0-2-4], [9:0-3-0,0-1-8], [12:0-0-0,0-1-8], [14:0-6-0,0-4-0], [16:0-1-8,0-1-8], [17:0-3-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.79 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.30 0.03 (loc) 13 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 227 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19: 2x6 SP No.2, 19-20,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-13 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 4-15, 7-15 REACTIONS. (size)2=0-8-0, 17=0-8-0, 10=Mechanical Max Horz 2=250(LC 11) Max Uplift 2=-394(LC 12), 17=-1475(LC 12), 10=-589(LC 12) Max Grav 2=152(LC 21), 17=1975(LC 1), 10=962(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-104/508, 3-4=-785/1135, 4-5=-1065/830, 5-7=-1065/830, 7-8=-1897/1505, 8-9=-1243/920, 9-10=-906/750 BOT CHORD 2-18=-545/268, 17-18=-549/265, 4-17=-1315/1048, 15-16=-989/874, 14-15=-1312/1915 WEBS 3-18=-259/250, 3-17=-1041/976, 4-15=-1600/2245, 5-15=-404/418, 7-15=-940/806, 11-14=-701/928, 8-14=-637/975, 8-11=-214/301, 9-11=-625/975 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 6-4-0, Exterior(2R) 6-4-0 to 14-9-13, Interior(1) 14-9-13 to 34-6-0, Exterior(2E) 34-6-0 to 40-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 394 lb uplift at joint 2, 1475 lb uplift at joint 17 and 589 lb uplift at joint 10. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss GH11A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717529 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:49 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-oxwHviZXaHIAi1HaXQ7sPOr44F41thYGZXFzx7zoqCa Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 27 28 29 30 31 32 33 34 35 36 5x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 3x6 5x8 3x6 6x8 4x6 2x4 2x4 3x6 2x4 2x4 4x6 5x6 4x10 MT20HS 3x6 2x4 3x4 3x8 3x4 5x8 6x8 2x4 6-0-0 6-0-0 10-5-0 4-5-0 11-2-0 0-9-0 13-1-0 1-11-0 19-8-4 6-7-4 26-3-8 6-7-4 26-8-0 0-4-8 32-6-0 5-10-0 39-8-0 7-2-0 40-1-0 0-5-0 40-10-0 0-9-0 -1-0-0 1-0-0 6-0-0 6-0-0 8-4-0 2-4-0 11-2-0 2-10-0 13-1-0 1-11-0 19-8-4 6-7-4 26-3-8 6-7-4 32-6-0 6-2-8 40-1-0 7-7-0 40-10-0 0-9-0 41-10-0 1-0-0 0-4-34-6-35-10-30-4-35-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-3-0,0-2-0], [9:0-6-0,0-2-8], [15:0-3-0,0-0-8], [19:0-2-8,0-2-12], [20:0-3-8,0-1-8] 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-SH 0.72 0.96 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.28 0.03 (loc) 18 20-21 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 237 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-24,24-25,8-17: 2x4 SP No.3, 10-15: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 2-2-0 oc bracing: 13-15 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 5-20 REACTIONS. (size)2=0-8-0, 22=0-8-0, 11=0-8-0 Max Horz 2=-231(LC 10) Max Uplift 2=-407(LC 12), 22=-1444(LC 12), 11=-710(LC 12) Max Grav 2=223(LC 21), 22=1886(LC 1), 11=1100(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-29/371, 3-4=0/362, 4-5=-371/690, 5-6=-1043/834, 6-8=-1469/1210, 8-9=-1455/1202, 9-10=-1224/922, 10-11=-1300/898 BOT CHORD 2-23=-449/171, 22-23=-437/442, 5-22=-1279/1089, 20-21=-628/684, 19-20=-474/1043, 8-19=-353/409, 15-16=-484/644, 10-13=-299/400, 11-13=-821/1160 WEBS 3-23=-366/448, 4-23=-683/475, 4-22=-586/554, 5-20=-1318/1867, 6-20=-708/679, 6-19=-446/519, 16-19=-504/937, 9-19=-369/615, 10-16=-165/471 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 8-4-0, Exterior(2R) 8-4-0 to 16-9-13, Interior(1) 16-9-13 to 32-6-0, Exterior(2R) 32-6-0 to 40-11-13, Interior(1) 40-11-13 to 41-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 407 lb uplift at joint 2, 1444 lb uplift at joint 22 and 710 lb uplift at joint 11. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss GH13A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717530 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:50 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-H7Uf72a9LbQ1KAsm58e5ybOIvfQ_cBVQnB?WTazoqCZ Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 35 36 5x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 3x6 5x6 3x6 2x4 4x6 3x6 2x4 5x6 3x6 3x4 2x4 8x12 3x4 5x8 3x4 3x8 4x6 5x8 6-0-0 6-0-0 10-5-0 4-5-0 11-2-0 0-9-0 11-6-0 0-4-0 20-10-0 9-4-0 30-6-0 9-8-0 39-8-0 9-2-0 40-1-0 0-5-0 40-10-0 0-9-0 -1-0-0 1-0-0 6-0-0 6-0-0 10-4-0 4-4-0 11-2-0 0-10-0 17-7-5 6-5-5 24-0-11 6-5-5 30-6-0 6-5-5 34-11-4 4-5-4 39-8-0 4-8-12 40-10-0 1-2-0 41-10-0 1-0-0 0-4-35-6-36-10-30-4-36-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-3-0,0-2-0], [9:0-3-0,0-2-0], [16:0-3-8,0-2-8], [20:0-3-0,0-0-0], [22:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.91 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.38 0.04 (loc) 17-19 17-19 12 l/defl >999 >906 n/a L/d 240 180 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-20: 2x4 SP No.3, 11-16: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 9-6-0 oc bracing: 14-16 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 6-22, 8-17 REACTIONS. (size)2=0-8-0, 12=0-8-0, 22=0-8-0 Max Horz 2=-280(LC 10) Max Uplift 2=-375(LC 12), 12=-682(LC 12), 22=-1518(LC 12) Max Grav 2=218(LC 21), 12=1321(LC 18), 22=2111(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-93/422, 3-4=-473/743, 4-5=-424/723, 5-6=-419/723, 6-8=-931/658, 8-9=-1220/860, 9-10=-1383/893, 10-11=-796/515, 11-12=-1576/831 BOT CHORD 2-23=-502/209, 22-23=-502/209, 5-22=-294/342, 17-19=-446/1012, 16-17=-628/1191, 14-16=-293/691, 11-14=-77/379, 12-14=-658/1293 WEBS 3-23=-255/262, 3-22=-551/718, 4-22=-390/254, 19-22=-96/357, 6-22=-1552/1115, 6-19=-416/832, 8-19=-468/488, 9-17=-89/335, 10-17=-136/280, 10-16=-744/459 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 10-4-0, Exterior(2R) 10-4-0 to 18-9-13, Interior(1) 18-9-13 to 30-6-0, Exterior(2R) 30-6-0 to 38-11-13, Interior(1) 38-11-13 to 41-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 2, 682 lb uplift at joint 12 and 1518 lb uplift at joint 22. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss GH15A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717531 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:52 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-DWcPYkcQtCglZU?9CYgZ10Td6S7u42GjFVUdYSzoqCX Scale = 1:74.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 5x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 3x6 5x6 3x6 4x6 4x6 5x6 4x6 2x4 2x4 3x4 4x6 4x6 3x6 3x4 2x4 5x8 3x6 3x4 5x12 3x4 5x8 3x8 2x4 6x8 6-0-0 6-0-0 10-5-0 4-5-0 11-0-4 0-7-4 12-4-0 1-3-12 20-5-0 8-1-0 28-5-4 8-0-4 28-6-0 0-0-12 30-0-0 1-6-0 34-10-0 4-10-0 39-8-0 4-10-0 40-1-0 0-5-0 40-10-0 0-9-0 -1-0-0 1-0-0 6-0-0 6-0-0 11-0-4 5-0-4 12-4-0 1-3-12 17-8-11 5-4-11 23-1-5 5-4-11 28-6-0 5-4-11 34-10-0 6-4-0 39-8-0 4-10-0 40-10-0 1-2-0 41-10-0 1-0-0 0-4-36-6-37-10-30-4-34-1-62-1-143-5-71-4-07-10-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-3-0,0-2-0], [9:0-3-0,0-2-0], [17:0-0-8,0-1-8] 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-SH 0.61 0.88 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.49 0.15 (loc) 20 22-23 13 l/defl >999 >729 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-19: 2x4 SP No.3, 12-17: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-2-2 oc bracing. Except: 7-7-0 oc bracing: 15-17 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 6-24 JOINTS 1 Brace at Jt(s): 21 REACTIONS. (size)2=0-8-0, 13=0-8-0, 26=0-7-4 Max Horz 2=-329(LC 10) Max Uplift 2=-626(LC 12), 13=-804(LC 12), 26=-1104(LC 12) Max Grav 2=367(LC 21), 13=1238(LC 18), 26=1657(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/656, 3-4=-107/424, 4-5=-329/492, 5-6=-293/455, 6-8=-3008/2272, 8-9=-2084/1639, 9-10=-2297/1778, 10-11=-2601/1935, 11-12=-1386/1065, 12-13=-1470/1033 BOT CHORD 2-27=-408/209, 26-27=-408/209, 25-26=-1399/858, 4-25=-1259/686, 24-25=-320/282, 23-24=-1216/1909, 22-23=-1747/2823, 21-22=-1405/2272, 10-21=-260/361, 17-18=-392/568, 12-15=-219/277, 13-15=-823/1206 WEBS 3-27=-261/269, 3-26=-466/657, 4-24=-432/985, 6-24=-2067/1476, 6-23=-794/1464, 8-23=-122/375, 8-22=-885/687, 18-21=-999/1441, 11-21=-593/1107, 11-18=-1077/846, 12-18=-458/669, 9-22=-610/845, 10-22=-492/464 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 12-4-0, Exterior(2R) 12-4-0 to 20-9-13, Interior(1) 20-9-13 to 28-6-0, Exterior(2R) 28-6-0 to 36-11-13, Interior(1) 36-11-13 to 41-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 626 lb uplift at joint 2, 804 lb uplift at joint 13 and 1104 lb uplift at joint 26. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss GH17A Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717532 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:06:56 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-5HrwN5fwwRAB25JwROlVBseGr3S80npIA7SrhDzoqCT Scale = 1:77.3 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x6 5x8 3x6 3x6 2x4 5x6 4x6 2x4 2x4 4x6 5x6 3x6 3x4 2x4 6x8 2x4 5x8 3x4 4x6 5x8 2x4 6-0-0 6-0-0 10-5-0 4-5-0 11-0-4 0-7-4 20-5-0 9-4-12 26-6-0 6-1-0 31-4-0 4-10-0 33-0-0 1-8-0 39-8-0 6-8-0 40-1-0 0-5-0 40-10-0 0-9-0 -1-0-0 1-0-0 6-0-0 6-0-0 11-0-4 5-0-4 14-4-0 3-3-12 20-5-0 6-1-0 26-6-0 6-1-0 31-4-0 4-10-0 40-1-0 8-9-0 40-10-0 0-9-0 41-10-0 1-0-0 0-4-37-6-38-10-30-4-34-1-62-1-142-9-151-4-08-10-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [6:0-3-0,0-2-0], [8:0-6-0,0-2-8], [11:0-2-4,0-1-8], [18:0-2-12,0-2-0] 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-SH 0.82 0.99 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.65 0.15 (loc) 17 20-21 12 l/defl >977 >544 n/a L/d 240 180 n/a PLATES MT20 Weight: 235 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-22,10-16: 2x4 SP No.3, 11-15: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 6-20, 11-18 REACTIONS. (size)2=0-8-0, 12=0-8-0, 22=0-7-4 Max Horz 2=378(LC 11) Max Uplift 2=-660(LC 12), 12=-818(LC 12), 22=-1058(LC 12) Max Grav 2=401(LC 21), 12=1260(LC 18), 22=1605(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-374/737, 3-5=-184/399, 5-6=-105/386, 6-7=-2191/1844, 7-8=-2191/1844, 8-10=-2136/1654, 10-11=-3099/2239, 11-12=-1507/1056 BOT CHORD 2-23=-474/270, 22-23=-474/270, 21-22=-1343/849, 5-21=-291/337, 20-21=-296/613, 19-20=-1081/1881, 18-19=-1915/2793, 10-18=0/283, 11-14=-568/527, 12-14=-882/1285 WEBS 3-23=-255/264, 3-22=-459/670, 6-21=-1387/758, 6-20=-1151/1804, 7-20=-370/432, 8-20=-287/516, 8-19=-250/485, 10-19=-1015/834, 15-18=-448/644, 11-18=-1412/2063 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 14-4-0, Exterior(2R) 14-4-0 to 22-9-13, Interior(1) 22-9-13 to 26-6-0, Exterior(2R) 26-6-0 to 34-11-13, Interior(1) 34-11-13 to 41-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 660 lb uplift at joint 2, 818 lb uplift at joint 12 and 1058 lb uplift at joint 22. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss GH19A Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717533 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:00 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-_25RDTiR_fgcXjchgEpRMiovVhrUycbu5kQ2q?zoqCP Scale = 1:79.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 21 2223 24 25 26 27 28 29 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x6 5x6 6x12 MT20HS 4x6 2x4 5x6 5x8 2x4 2x4 5x12 3x4 2x4 6x8 2x4 3x8 4x6 5x12 2x4 5x8 6-0-0 6-0-0 10-5-0 4-5-0 11-0-4 0-7-4 20-5-0 9-4-12 29-4-8 8-11-8 33-4-0 3-11-8 34-3-0 0-11-0 40-1-0 5-10-0 40-6-8 0-5-8 -1-0-0 1-0-0 6-0-0 6-0-0 11-0-4 5-0-4 16-4-0 5-3-12 24-6-0 8-2-0 29-4-8 4-10-8 33-4-0 3-11-8 34-3-0 0-11-0 40-1-0 5-10-0 40-6-8 0-5-8 0-4-38-6-33-7-119-10-34-11-112-8-05-5-62-1-142-6-139-10-36.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-3-8,0-2-4], [7:0-3-8,0-2-4], [9:0-6-0,0-2-4], [10:0-3-8,0-3-0], [14:0-7-8,0-3-8] 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-SH 0.90 0.90 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.59 0.08 (loc) 13 16-17 22 l/defl >999 >602 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 235 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-18,9-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-11,10-14: 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-12 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 6-17, 10-14 REACTIONS. (size)2=0-8-0, 18=0-7-4, 22=0-4-8 Max Horz 2=538(LC 11) Max Uplift 2=-641(LC 12), 18=-1079(LC 12), 22=-678(LC 12) Max Grav 2=419(LC 21), 18=1570(LC 1), 22=1063(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-411/789, 3-5=-388/374, 5-6=-303/505, 6-7=-1560/1460, 7-8=-2558/2261, 8-9=-2491/2033, 9-10=-2659/2104 BOT CHORD 2-19=-633/302, 18-19=-633/302, 17-18=-1330/1214, 5-17=-372/466, 16-17=-796/912, 15-16=-1307/1613, 14-15=-2152/2794, 9-14=-1248/1086 WEBS 3-19=-384/259, 3-18=-450/796, 6-17=-1505/1256, 6-16=-614/974, 7-15=-847/1090, 8-15=-363/469, 9-15=-631/467, 10-14=-2033/2676, 10-22=-1227/994 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 16-4-0, Exterior(2R) 16-4-0 to 22-4-0, Interior(1) 22-4-0 to 24-6-0, Exterior(2R) 24-6-0 to 30-6-0, Interior(1) 30-6-0 to 39-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 22 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 641 lb uplift at joint 2, 1079 lb uplift at joint 18 and 678 lb uplift at joint 22. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss GH21A Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717534 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:02 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-wRCBe9jhWHxKm0m4ofrvR7tGPUWnQWQBY2v9utzoqCN Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 21 22 23 24 25 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 6x8 5x6 5x8 4x6 6x8 3x6 3x4 5x8 5x6 2x4 2x4 3x4 2x4 6x8 5x8 4x6 8x10 2x4 6-0-0 6-0-0 10-5-0 4-5-0 11-0-4 0-7-4 20-5-0 9-4-12 27-2-12 6-9-12 32-3-0 5-0-4 34-1-0 1-10-0 40-6-8 6-5-8 -1-0-0 1-0-0 6-0-0 6-0-0 11-0-4 5-0-4 18-4-0 7-3-12 22-6-0 4-2-0 27-2-12 4-8-12 32-3-0 5-0-4 34-1-0 1-10-0 40-6-8 6-5-8 0-4-34-7-119-6-31-11-112-8-01-5-62-1-141-0-39-6-36.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [6:0-6-0,0-2-8], [7:0-3-0,0-2-0], [8:0-2-4,0-1-8], [10:Edge,0-2-0], [12:0-3-8,0-2-8] 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-SH 0.88 0.91 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.68 -0.86 0.05 (loc) 13 13 11 l/defl >517 >410 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 8-12: 2x4 SP No.2, 9-11: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-5 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 7-15, 8-12, 6-17 2 Rows at 1/3 pts 9-11 REACTIONS. (size)11=0-4-8, 2=0-8-0, 18=0-7-4 Max Horz 2=439(LC 11) Max Uplift 11=-657(LC 12), 2=-530(LC 12), 18=-1227(LC 12) Max Grav 11=1085(LC 1), 2=398(LC 21), 18=1628(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-363/508, 3-5=-264/431, 5-6=-108/355, 6-7=-1261/1205, 7-8=-2257/1995, 8-9=-4477/3388, 10-11=-233/280 BOT CHORD 2-19=-573/258, 18-19=-573/258, 17-18=-1410/1227, 5-17=-499/596, 16-17=-813/1009, 15-16=-996/1336, 14-15=-345/396, 9-12=-1512/1256, 11-12=-3108/4258 WEBS 3-19=-395/268, 3-18=-429/759, 6-16=-462/798, 7-15=-988/1173, 8-15=-1033/967, 12-15=-1088/1512, 8-12=-1894/2664, 9-11=-4139/3051, 6-17=-1607/1189 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 18-4-0, Exterior(2E) 18-4-0 to 22-6-0, Exterior(2R) 22-6-0 to 28-6-0, Interior(1) 28-6-0 to 40-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 657 lb uplift at joint 11, 530 lb uplift at joint 2 and 1227 lb uplift at joint 18. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss GH23A Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717535 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:05 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-K0uKGAmZpCJvdUVfTnPc3mVpBiZpduxdE07pVCzoqCK Scale = 1:78.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 22 23 24 25 26 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x6 3x6 3x6 2x4 5x6 2x4 3x4 3x4 2x4 6x8 3x4 5x12 3x6 7x10 2x4 4x6 5x12 2x4 5x6 6-0-0 6-0-0 10-5-0 4-5-0 11-0-4 0-7-4 20-5-0 9-4-12 30-3-0 9-10-0 34-1-0 3-10-0 35-3-0 1-2-0 40-6-8 5-3-8 -1-0-0 1-0-0 6-0-0 6-0-0 15-8-2 9-8-2 20-4-0 4-7-14 20-5-0 0-1-0 20-6-0 0-1-0 25-4-8 4-10-8 30-3-0 4-10-8 34-1-0 3-10-0 35-3-0 1-2-0 40-6-8 5-3-8 0-4-35-7-1110-6-32-11-112-8-01-5-62-1-140-7-35-7-116.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [14:0-7-8,0-4-4], [17:0-5-4,0-2-8] 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-SH 0.71 0.89 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.67 0.04 (loc) 15 15 12 l/defl >903 >526 n/a L/d 240 180 n/a PLATES MT20 Weight: 244 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-19,9-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-3 oc bracing. Except: 4-1-0 oc bracing: 13-14 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-18, 14-17 REACTIONS. (size)12=0-4-8, 2=0-8-0, 19=0-7-4 Max Horz 2=517(LC 11) Max Uplift 12=-658(LC 12), 2=-551(LC 12), 19=-1192(LC 12) Max Grav 12=1126(LC 1), 2=422(LC 21), 19=1589(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-418/584, 3-5=-365/423, 5-6=-298/366, 6-7=-1325/1143, 7-8=-1332/1113, 8-9=-3196/2285, 9-10=-1863/1325, 10-11=-1863/1325, 11-12=-1078/800 BOT CHORD 2-20=-657/309, 19-20=-657/309, 18-19=-1383/1102, 5-18=-334/319, 17-18=-766/864, 16-17=-315/476, 14-16=0/300, 9-14=-1046/838, 13-14=-2004/2980 WEBS 3-20=-383/260, 3-19=-452/816, 6-18=-1483/1268, 6-17=-90/440, 8-17=-979/855, 8-14=-852/1474, 14-17=-1079/1396, 7-17=-702/894, 11-13=-1401/2065, 10-13=-303/359, 9-13=-1266/858 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 4-11-3, Interior(1) 4-11-3 to 20-5-0, Exterior(2R) 20-5-0 to 26-5-0, Interior(1) 26-5-0 to 40-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 658 lb uplift at joint 12, 551 lb uplift at joint 2 and 1192 lb uplift at joint 19. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss HJ5B Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717536 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:25 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-ls5uT0?65Lq30Z1Ve_mIt_KEAmTUJ8aaq7ztC2zoqC0 Scale = 1:25.4 1 2 3 8 7 6 4 9 10 11 5 2x4 2x4 3x4 3x4 NAILED NAILED NAILED NAILED 1-0-12 1-0-12 2-0-0 0-11-4 7-0-2 5-0-2 -1-5-0 1-5-0 1-0-12 1-0-12 7-0-2 5-11-6 0-4-34-1-140-4-42-5-104-1-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.24 0.11 (loc) 5-6 5-6 5 l/defl >323 >336 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=195(LC 8) Max Uplift 4=-175(LC 8), 2=-382(LC 8), 5=-69(LC 8) Max Grav 4=202(LC 28), 2=430(LC 28), 5=125(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/171 BOT CHORD 2-8=-224/350 NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 175 lb uplift at joint 4, 382 lb uplift at joint 2 and 69 lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-8=-20, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 9=63(F=32, B=32) 11=-74(F=-37, B=-37) February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss HJ5D Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717537 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:26 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-D2fGgM0lsfywejchChHXPBtNs9nS2bqj3njQlUzoqC? Scale = 1:17.8 1 2 3 5 6 4 3x6 NAILED NAILED NAILED NAILED 7-0-2 7-0-2 -2-1-7 2-1-7 7-0-2 7-0-2 0-4-32-9-142-5-102-9-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.65 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.29 -0.00 (loc) 2-4 2-4 3 l/defl >342 >270 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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=218(LC 8) Max Uplift 3=-164(LC 8), 2=-479(LC 8), 4=-53(LC 5) Max Grav 3=191(LC 28), 2=561(LC 28), 4=135(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 164 lb uplift at joint 3, 479 lb uplift at joint 2 and 53 lb uplift at joint 4. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=84(F=42, B=42) 6=-49(F=-24, B=-24) February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss HJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717538 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:28 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-9Rn0522?OGCet0l3J6J?UcynTzSiWR00X5CXoNzoqBz Scale = 1:24.6 1 2 3 7 6 4 8 9 10 53x6 2x4 3x4 3x6 NAILED NAILED NAILEDNAILEDNAILED NAILED 7-6-0 7-6-0 9-6-9 2-0-9 9-10-1 0-3-8 -1-5-0 1-5-0 7-6-0 7-6-0 9-10-1 2-4-1 0-4-33-9-143-5-103-9-144.24 12 Plate Offsets (X,Y)-- [2:0-1-1,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-SH 0.58 0.67 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.20 -0.01 (loc) 2-7 2-7 5 l/defl >626 >580 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=256(LC 8) Max Uplift 4=-44(LC 28), 2=-543(LC 8), 5=-542(LC 8) Max Grav 4=35(LC 8), 2=609(LC 28), 5=646(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-692/451 BOT CHORD 2-7=-546/638, 6-7=-546/638 WEBS 3-7=-552/682, 3-6=-1082/926 NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 44 lb uplift at joint 4, 543 lb uplift at joint 2 and 542 lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=63(F=32, B=32) 9=-74(F=-37, B=-37) 10=-205(F=-102, B=-102) February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss HJ7G Truss Type Diagonal Hip Girder Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717539 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:31 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-a0T9k34thBaDlUUe?Fti6FaI3AU5jrxSD3QBPizoqBw Scale = 1:15.7 1 2 3 6 7 4 8 9 10 5 2x4 5x12 2x4 NAILED NAILED NAILED NAILED 1-0-12 1-0-12 2-8-7 1-7-11 6-0-13 3-4-6 -1-5-0 1-5-0 1-0-12 1-0-12 2-8-7 1-7-11 6-0-13 3-4-6 0-4-32-10-92-5-144.24 12 2.83 12 Plate Offsets (X,Y)-- [6:0-6-8,0-2-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.56 0.69 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.18 -0.01 (loc) 5-6 5-6 4 l/defl >338 >370 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.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 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-9, 5=Mechanical Max Horz 2=175(LC 8) Max Uplift 4=-156(LC 8), 2=-443(LC 8), 5=-155(LC 8) Max Grav 4=181(LC 28), 2=480(LC 28), 5=204(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 156 lb uplift at joint 4, 443 lb uplift at joint 2 and 155 lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-6=-20, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=-26(F=32, B=-58) 10=-166(F=-37, B=-128) February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss HJC Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717540 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:33 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-WPav8l58Dorx_ne16gvABgghB_GzBlZlgNwITazoqBu Scale = 1:13.7 1 2 3 5 6 4 2x4 NAILED NAILED NAILED NAILED 5-2-14 5-2-14 -1-5-0 1-5-0 5-2-14 5-2-14 0-4-32-2-64.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 -0.00 (loc) 2-4 2-4 3 l/defl >944 >728 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-14 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=157(LC 8) Max Uplift 3=-118(LC 8), 2=-329(LC 8), 4=-99(LC 4) Max Grav 3=134(LC 13), 2=326(LC 28), 4=141(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 118 lb uplift at joint 3, 329 lb uplift at joint 2 and 99 lb uplift at joint 4. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=63(F=32, B=32) 6=-79(F=-40, B=-40) February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss VT Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717541 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:33 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-WPav8l58Dorx_ne16gvABggZT_DuBlZlgNwITazoqBu Scale = 1:17.3 1 2 3 2x4 2x4 3x6 5-6-8 5-6-8 0-0-42-9-46.00 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 0.88 0.47 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: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-6-0, 3=5-6-0 Max Horz 1=182(LC 9) Max Uplift 1=-103(LC 12), 3=-117(LC 9) Max Grav 1=184(LC 17), 3=220(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/164, 2-3=-233/421 NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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 103 lb uplift at joint 1 and 117 lb uplift at joint 3. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss VT1 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717542 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:36 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-wzG2nn80VjDVrFNcnoTtpIIDEBJjO6IBML8y4vzoqBr Scale = 1:11.7 1 2 3 2x4 2x4 2x4 3-6-8 3-6-8 0-0-41-9-46.00 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 0.27 0.15 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: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-6-0, 3=3-6-0 Max Horz 1=106(LC 11) Max Uplift 1=-60(LC 12), 3=-68(LC 9) Max Grav 1=107(LC 17), 3=128(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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 60 lb uplift at joint 1 and 68 lb uplift at joint 3. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss VT2 Truss Type GABLE Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717543 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:37 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-PAqQ_69eG1LMTPxoLV_6MWqSsbh?7ZYLb?uWdLzoqBq Scale = 1:6.6 1 2 3 2x4 1-6-8 1-6-8 0-0-40-9-46.00 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 0.03 0.01 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: 4 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-6-8, 2=1-6-8, 3=1-6-8 Max Horz 1=28(LC 12) Max Uplift 1=-14(LC 12), 2=-31(LC 12) Max Grav 1=36(LC 17), 2=32(LC 17), 3=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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 14 lb uplift at joint 1 and 31 lb uplift at joint 2. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss VT3 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717544 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:38 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-tMOoCS9G1LTD4ZW_vDVLujNZI??ys0oUqfd39ozoqBp Scale: 1"=1' 1 2 3 2x4 2x4 2x4 3-8-0 3-8-0 0-0-41-10-06.00 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 0.30 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-8, 3=3-7-8 Max Horz 1=111(LC 11) Max Uplift 1=-63(LC 12), 3=-71(LC 9) Max Grav 1=112(LC 17), 3=134(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-144/260 NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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 63 lb uplift at joint 1 and 71 lb uplift at joint 3. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss VT4 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717545 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:39 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-LYyBPoAuoeb4ii5BTw0aRxwoEPNPbT2d3JNchEzoqBo Scale = 1:6.9 1 2 3 2x4 1-8-0 1-8-0 0-0-40-10-06.00 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 0.03 0.02 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: 4 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-7-8, 2=1-7-8, 3=1-7-8 Max Horz 1=32(LC 12) Max Uplift 1=-16(LC 12), 2=-35(LC 12) Max Grav 1=41(LC 17), 2=36(LC 17), 3=21(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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 16 lb uplift at joint 1 and 35 lb uplift at joint 2. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss VT5 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717546 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:40 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-plVZc8BXZyjxKsgN0eXp_8SrMpdcKwHnHz6ADgzoqBn Scale: 3/4"=1' 1 2 3 5 4 3x6 4x6 2x4 2x4 -1-6-12 1-6-12 1-9-12 1-9-12 1-8-12-6-156.00 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-R 0.52 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-9-12, 4=1-9-12 Max Horz 5=183(LC 9) Max Uplift 5=-208(LC 12), 4=-131(LC 9) Max Grav 5=208(LC 1), 4=107(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-185/490 NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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 208 lb uplift at joint 5 and 131 lb uplift at joint 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss VT6 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717547 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:41 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-Hx3xqUC9KGrox0FZaL22WM?7XC2z3NXwWdsjm6zoqBm Scale = 1:11.0 1 2 3 3x4 2x4 2x4 1-9-12 1-9-12 0-8-101-7-86.00 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 0.11 0.01 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: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-9-12, 3=1-9-12 Max Horz 1=88(LC 11) Max Uplift 1=-34(LC 12), 3=-56(LC 9) Max Grav 1=63(LC 18), 3=83(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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 34 lb uplift at joint 1 and 56 lb uplift at joint 3. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss VT7 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717548 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:42 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-l7dJ1qCn5ZzfZAqm83ZH3ZXCTcK0oqn4lHbHIZzoqBl Scale = 1:14.4 1 2 3 5 4 3x6 3x6 2x4 2x4 -1-6-12 1-6-12 1-2-4 1-2-4 1-8-12-3-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.48 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-2-4, 4=1-2-4 Max Horz 5=160(LC 9) Max Uplift 5=-218(LC 12), 4=-143(LC 9) Max Grav 5=224(LC 1), 4=112(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-203/561 NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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 218 lb uplift at joint 5 and 143 lb uplift at joint 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2492177_SAMMLER_RES Truss VT8 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2492177 SAMMLER RES Job Reference (optional) T22717549 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 14:07:42 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:eq_WcQFNWjoW0NL3L_wWLVyFfYz-l7dJ1qCn5ZzfZAqm83ZH3ZXJFcOKoqn4lHbHIZzoqBl Scale = 1:9.5 1 2 3 3x4 2x4 2x4 1-2-4 1-2-4 0-8-101-3-126.00 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 0.05 0.00 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: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-2-4, 3=1-2-4 Max Horz 1=65(LC 9) Max Uplift 1=-20(LC 12), 3=-42(LC 9) Max Grav 1=45(LC 18), 3=55(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical 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) 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 20 lb uplift at joint 1 and 42 lb uplift at joint 3. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 3,2021 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