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HomeMy WebLinkAboutTRUSS6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2789481_STAWSKI_RES - RJM Custom Homes_2789481_STAWSKI RES Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 47.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 75 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: 2789481_STAWSKI RES Subdivision: - Address: 9624 KNOLLWOOD LANE, - 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: July 21,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T24754185 A Date 7/21/212T24754186AGR7/21/213T24754187AH77/21/214T24754188AH97/21/215T24754189BGR7/21/216T24754190BH27/21/217T24754191CH47/21/218T24754192CJ17/21/219T24754193CJ1C7/21/2110T24754194CJ37/21/2111T24754195CJ3C7/21/2112T24754196CJ3G7/21/2113T24754197CJ57/21/2114T24754198CJG7/21/2115T24754199CJG17/21/2116T24754200CJK7/21/2117T24754201CJK17/21/2118T24754202DGR7/21/2119T24754203DGR17/21/2120T24754204EJ27/21/2121T24754205EJ47/21/2122T24754206EJ5G7/21/21 No.Seal#Truss Name 23 T24754207 EJ7 Date 7/21/2124T24754208EJJ7/21/2125T24754209EJK7/21/2126T24754210EJK17/21/2127T24754211EJK27/21/2128T24754212EJK37/21/2129T24754213EJK47/21/2130T24754214G7/21/2131T24754215G17/21/2132T24754216G27/21/2133T24754217G37/21/2134T24754218GH57/21/2135T24754219HJ27/21/2136T24754220HJ47/21/2137T24754221HJ5G7/21/2138T24754222HJ77/21/2139T24754223HJ7K7/21/2140T24754224J7/21/2141T24754225J17/21/2142T24754226J27/21/2143T24754227J37/21/2144T24754228J47/21/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2789481_STAWSKI_RES - RJM Custom Homes_2789481_STAWSKI RES 2 of 2 Site Information: Lot/Block: - Customer Info: RJM CUSTOM HOMES Project Name: - Model: 2789481_STAWSKI RES Subdivision: - Address: 9624 KNOLLWOOD LANE, - State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T24754229 J5 Date 7/21/2146T24754230J67/21/2147T24754231J77/21/2148T24754232J87/21/2149T24754233J97/21/2150T24754234JH7/21/2151T24754235K7/21/2152T24754236K17/21/2153T24754237KH77/21/2154T24754238KH97/21/2155T24754239KH117/21/2156T24754240KH137/21/2157T24754241KH157/21/2158T24754242KH177/21/2159T24754243KH197/21/2160T24754244KH217/21/2161T24754245KH237/21/2162T24754246MGR7/21/2163T24754247MT7/21/2164T24754248VT7/21/2165T24754249VT17/21/2166T24754250VT27/21/2167T24754251VT37/21/2168T24754252VT47/21/2169T24754253VT57/21/2170T24754254VT67/21/2171T24754255VT77/21/2172T24754256VT87/21/2173T24754257VT97/21/2174T24754258VT107/21/2175T24754259VT117/21/21 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 2789481_STAWSKI_RES Truss A Truss Type Common Qty 7 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754185 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:11 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-lq5soo1WGREaxjm1ZYmatK76W5Rcj28H?xCBwPyvvvg Scale = 1:37.6 1 2 3 4 5 6 7 8 9 10 11 12 4x6 1.5x8 STP 1.5x8 STP 3x6 5x8 2x4 2x4 3x6 10-1-0 10-1-0 20-2-0 10-1-0 -1-6-0 1-6-0 6-0-0 6-0-0 10-1-0 4-1-0 14-2-0 4-1-0 20-2-0 6-0-0 21-8-0 1-6-0 0-4-35-4-110-4-36.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.98 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.04 (loc) 2-8 2-8 6 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 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 4-2-15 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=285(LC 11) Max Uplift 2=-610(LC 12), 6=-610(LC 12) Max Grav 2=1058(LC 17), 6=1058(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1458/1056, 3-4=-1092/850, 4-5=-1092/850, 5-6=-1458/1056 BOT CHORD 2-8=-739/1330, 6-8=-760/1208 WEBS 4-8=-482/678, 5-8=-476/513, 3-8=-475/513 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 10-1-0, Exterior(2R) 10-1-0 to 16-1-0, Interior(1) 16-1-0 to 21-8-13 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 610 lb uplift at joint 2 and 610 lb uplift at joint 6. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss AGR Truss Type Common Girder Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754186 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:13 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-hDCdDU3mo3UIA0vQgzo2ylDMNvC9BphaTFhI?Iyvvve Scale = 1:39.0 1 2 3 4 5 6 10 9 8 7111213 14 15 4x6 1.5x8 STP 1.5x8 STP 5x8 5x8 6x12 MT20HS 3x8 3x6 8x10 4x6 3x8 HGUS26-2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 6-3-8 6-3-8 10-1-0 3-9-8 14-10-4 4-9-4 20-2-0 5-3-12 -1-6-0 1-6-0 6-3-8 6-3-8 10-1-0 3-9-8 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)-- [2:0-1-11,Edge], [6:0-1-11,Edge], [7:0-4-12,0-1-8], [9:0-5-0,0-4-12], [10:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.97 0.66 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.31 0.07 (loc) 9-10 7-9 6 l/defl >999 >762 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 224 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=272(LC 24) Max Uplift 6=-3606(LC 8), 2=-3051(LC 8) Max Grav 6=7229(LC 1), 2=5655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11296/5865, 3-4=-8614/4488, 4-5=-8634/4475, 5-6=-12727/6388 BOT CHORD 2-10=-5089/9920, 9-10=-5089/9920, 7-9=-5580/11230, 6-7=-5580/11230 WEBS 3-10=-1564/2868, 3-9=-2945/1717, 4-9=-3793/7328, 5-9=-4091/2074, 5-7=-1678/3615 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-6-0 oc, Except member 9-3 2x4 - 1 row at 0-9-0 oc, member 9-4 2x4 - 1 row at 0-9-0 oc, member 9-5 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 3606 lb uplift at joint 6 and 3051 lb uplift at joint 2. 10) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 6-3-8 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-2-12 from the left end to 18-2-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss AGR Truss Type Common Girder Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754186 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:13 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-hDCdDU3mo3UIA0vQgzo2ylDMNvC9BphaTFhI?Iyvvve 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74, 4-6=-74, 2-6=-20 Concentrated Loads (lb) Vert: 10=-2506(B) 9=-1396(B) 11=-1396(B) 12=-1396(B) 13=-1392(B) 14=-1412(B) 15=-1412(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 2789481_STAWSKI_RES Truss AH7 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754187 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:14 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-APm?Qq3OZMc9oAUcEhJHVylbAIT_wOJjhvRsXkyvvvd Scale = 1:38.2 1 2 3 4 5 6 9 8 7 10 11 12 13 5x8 1.5x8 STP 1.5x8 STP 5x8 3x6 4x6 3x6 5x6 3x6 Special NAILED NAILED Special Special NAILED NAILED Special 7-0-0 7-0-0 13-2-0 6-2-0 20-2-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 13-2-0 6-2-0 20-2-0 7-0-0 21-8-0 1-6-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [4:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.71 0.94 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.23 0.09 (loc) 7-9 7-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=210(LC 24) Max Uplift 2=-1177(LC 8), 5=-1177(LC 8) Max Grav 2=2074(LC 29), 5=2074(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3532/1847, 3-4=-3103/1732, 4-5=-3535/1847 BOT CHORD 2-9=-1493/3144, 7-9=-1503/3176, 5-7=-1440/3060 WEBS 3-9=-228/800, 4-7=-239/829 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 1177 lb uplift at joint 2 and 1177 lb uplift at joint 5. 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) 402 lb down and 378 lb up at 7-0-0, and 402 lb down and 378 lb up at 13-2-0 on top chord, and 582 lb down and 302 lb up at 7-0-0, and 582 lb down and 302 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 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-6=-74, 2-5=-20 Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss AH7 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754187 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:14 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-APm?Qq3OZMc9oAUcEhJHVylbAIT_wOJjhvRsXkyvvvd LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-138(F) 4=-138(F) 9=-469(F) 7=-469(F) 10=-138(F) 11=-138(F) 12=-58(F) 13=-58(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 2789481_STAWSKI_RES Truss AH9 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754188 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:15 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-ebKNeA40Kgk0PK3poOqW2AIoZioZfsOtwZAP3Byvvvc Scale = 1:38.2 1 2 3 4 5 6 7 8 9 10 11 12 3x4 1.5x8 STP 1.5x8 STP 3x4 3x6 5x8 2x4 3x6 2x4 3x6 10-1-0 10-1-0 20-2-0 10-1-0 -1-6-0 1-6-0 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 21-8-0 1-6-0 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], [10:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.60 0.98 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.39 0.04 (loc) 2-10 2-10 8 l/defl >999 >606 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 4-0-3 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=-260(LC 10) Max Uplift 2=-610(LC 12), 8=-610(LC 12) Max Grav 2=1060(LC 17), 8=1060(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1446/975, 3-4=-1106/788, 4-5=-930/739, 5-6=-930/739, 6-7=-1106/788, 7-8=-1446/974 BOT CHORD 2-10=-675/1302, 8-10=-686/1194 WEBS 3-10=-422/450, 5-10=-391/627, 7-10=-423/450 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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 21-8-13 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 610 lb uplift at joint 2 and 610 lb uplift at joint 8. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss BGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754189 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:16 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-6oulrW5e5_tt1Ue?M6MlaNq1S6A?ODj09Dwycdyvvvb Scale = 1:20.0 1 2 3 4 5 7 6 8 4x6 1.5x8 STP 1.5x8 STP 5x6 3x8 3x4 3x4 3x12 MT20HS HGUS26-2 HTU26 3-9-0 3-9-0 7-1-8 3-4-8 10-7-0 3-5-8 -1-6-0 1-6-0 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)-- [2:0-1-12,Edge], [4:0-3-0,0-2-7], [5:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.34 0.84 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 0.02 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 108 lb FT = 20% GRIP 244/190 187/143 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 5-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=117(LC 24) Max Uplift 5=-1777(LC 8), 2=-950(LC 8) Max Grav 5=3408(LC 1), 2=1620(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2749/1386, 3-4=-2444/1301, 4-5=-5244/2769 BOT CHORD 2-7=-1178/2361, 6-7=-2090/4042, 5-6=-2380/4589 WEBS 3-7=-520/1074, 4-7=-1916/1077, 4-6=-1720/3244 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-4 2x4 - 2 rows staggered at 0-3-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1777 lb uplift at joint 5 and 950 lb uplift at joint 2. 11) 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. 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 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. 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."Continued on page 2 July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss BGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754189 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:16 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-6oulrW5e5_tt1Ue?M6MlaNq1S6A?ODj09Dwycdyvvvb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-5=-74, 2-5=-20 Concentrated Loads (lb) Vert: 6=-2727(F) 8=-1228(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 2789481_STAWSKI_RES Truss BH2 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754190 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:17 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-a_S83s6GsH?kfeDBvpt_7bN4OWep7oO9OtfW83yvvva Scale = 1:22.6 1 2 3 4 5 687 9 10 11 12 13 14 5x8 1.5x8 STP 1.5x8 STP 4x6 3x4 3x4 2x4 4x6 Special NAILED NAILED NAILED Special Special NAILED NAILED NAILED Special 2-0-0 2-0-0 8-7-0 6-7-0 10-7-0 2-0-0 -1-6-0 1-6-0 2-0-0 2-0-0 8-7-0 6-7-0 10-7-0 2-0-0 12-1-0 1-6-0 0-4-31-4-30-4-31-4-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.36 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.02 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 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 3-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-88(LC 30) Max Uplift 2=-467(LC 8), 5=-467(LC 8) Max Grav 2=755(LC 36), 5=755(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1145/464, 3-4=-1000/429, 4-5=-1150/464 BOT CHORD 2-8=-375/1014, 7-8=-366/1031, 5-7=-369/1035 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 467 lb uplift at joint 2 and 467 lb uplift at joint 5. 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) 430 lb down and 273 lb up at 2-0-0, and 430 lb down and 273 lb up at 8-7-0 on top chord, and 28 lb down at 2-0-0, and 28 lb down at 8-6-4 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=-74, 3-4=-74, 4-6=-74, 2-5=-20 Continued on page 2 July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss BH2 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754190 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:18 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-2A0WGC6vdb7bGooNTWODfowF8w_2sFdJcXP3gVyvvvZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=125(F) 4=125(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 2789481_STAWSKI_RES Truss CH4 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754191 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:19 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-WNauTY7XOvFSuxNa1EvSC0SVMJLubikSrB8dCyyvvvY Scale = 1:26.5 1 2 3 4 5 687 9 10 11 12 4x6 1.5x8 STP 1.5x8 STP 4x6 3x4 3x4 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 14-0-0 2-0-0 0-4-32-4-30-4-32-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.55 0.32 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 0.05 -0.01 (loc) 8 8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 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 7-5-5 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=149(LC 24) Max Uplift 2=-789(LC 8), 5=-789(LC 8) Max Grav 2=778(LC 1), 5=778(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-867/788, 3-4=-695/711, 4-5=-867/787 BOT CHORD 2-8=-603/735, 7-8=-611/732, 5-7=-601/732 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); 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 789 lb uplift at joint 2 and 789 lb uplift at joint 5. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-6=-74, 2-5=-20 Concentrated Loads (lb) Vert: 3=-28(F) 4=-28(F) 8=-24(F) 7=-24(F) 9=-0(F) 10=-0(F) 11=-16(F) 12=-16(F) July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss CJ1 Truss Type Corner Jack Qty 12 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754192 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:20 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-_Z7Ght899CNJW5ymbxQhlD?iijktKALc4ruAlOyvvvX 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 17.0 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=-73(LC 1), 2=-299(LC 12) Max Grav 3=116(LC 12), 2=283(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 73 lb uplift at joint 3 and 299 lb uplift at joint 2. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss CJ1C Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754193 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:20 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-_Z7Ght899CNJW5ymbxQhlD?esjktKALc4ruAlOyvvvX Scale = 1:9.5 1 2 3 4 4x6 1.5x8 STP 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.70 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: 7 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=124(LC 12) Max Uplift 3=-152(LC 17), 2=-449(LC 12) Max Grav 3=224(LC 12), 2=402(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 152 lb uplift at joint 3 and 449 lb uplift at joint 2. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss CJ3 Truss Type Corner Jack Qty 5 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754194 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:21 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-SlheuD9nwWVA8FWy8fxwHRYsW7393dblIVdjHqyvvvW 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 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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=66(LC 17), 2=326(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 46 lb uplift at joint 3 and 262 lb uplift at joint 2. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss CJ3C Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754195 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:22 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-xxF16ZAPhqd1lP59iMS9qe4xnXPOo4rvX9NHpHyvvvV Scale = 1:14.6 1 2 3 4 3x4 1.5x8 STP 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.86 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: 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 2-3-13 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=183(LC 12) Max Uplift 3=-33(LC 9), 2=-346(LC 12) Max Grav 3=34(LC 10), 2=397(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 33 lb uplift at joint 3 and 346 lb uplift at joint 2. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss CJ3G Truss Type Corner Jack Qty 3 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754196 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:23 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-P8pPJvA1R7ltNZgLG4_OMsdC0xieXX52mp6qLjyvvvU Scale = 1:16.4 1 2 3 7 6 8 4 5 3x4 1.5x8 STP 2x4 2x4 2x4 2x4 2x4 2x4 0-9-0 0-9-0 1-0-8 0-3-8 1-4-0 0-3-8 2-8-0 1-4-0 3-0-0 0-4-0 -1-6-0 1-6-0 1-4-0 1-4-0 3-0-0 1-8-0 0-4-33-2-32-2-31-5-86.00 12 Plate Offsets (X,Y)-- [2:0-0-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.51 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 7 6 4 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 *Except* 3-8,9-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=160(LC 12) Max Uplift 4=-36(LC 9), 2=-262(LC 12), 5=-2(LC 9) Max Grav 4=68(LC 17), 2=326(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 36 lb uplift at joint 4, 262 lb uplift at joint 2 and 2 lb uplift at joint 5. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss CJ5 Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754197 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:24 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-tKNnXFBfCRtk?jFXqnVdv3AKYK2zGzKB?TsOu9yvvvT 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 17.0 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=179(LC 17), 2=403(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 123 lb uplift at joint 3 and 263 lb uplift at joint 2. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss CJG Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754198 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:24 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-tKNnXFBfCRtk?jFXqnVdv3ANmK51GzuB?TsOu9yvvvT Scale = 1:14.9 1 2 3 6 5 4 7 3x4 1.5x8 STP 2x4 2x4 3-4-8 3-4-8 -1-6-0 1-6-0 3-8-0 3-8-0 0-4-32-2-30-4-111-9-80-10-31-4-06.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.02 (loc) 5 5 7 l/defl >999 >821 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 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 7=Mechanical Max Horz 2=180(LC 12) Max Uplift 4=-55(LC 9), 2=-257(LC 12) Max Grav 4=142(LC 17), 2=352(LC 17), 7=20(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 55 lb uplift at joint 4 and 257 lb uplift at joint 2. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss CJG1 Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754199 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:25 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-LWx9kbCIzl?bcsqkNV0sRHiULkJn?QaLD7bxQbyvvvS Scale = 1:19.8 1 2 3 7 6 8 4 5 3x4 1.5x8 STP 2x4 5x6 2-4-0 2-4-0 2-8-0 0-4-0 5-8-0 3-0-0 -1-6-0 1-6-0 2-4-0 2-4-0 5-8-0 3-4-0 0-4-33-2-32-2-32-9-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-2-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.71 0.61 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.19 0.10 (loc) 6 6 5 l/defl >389 >339 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 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)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 12) Max Uplift 4=-112(LC 12), 2=-267(LC 12), 5=-21(LC 12) Max Grav 4=176(LC 17), 2=438(LC 17), 5=102(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 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 112 lb uplift at joint 4, 267 lb uplift at joint 2 and 21 lb uplift at joint 5. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss CJK Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754200 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:26 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-pjVXxxDwk27SE0PwxCX5_UFiJ8oiktqUSnLUy2yvvvR Scale = 1:14.9 1 2 3 45x6 1.5x8 STP -1-6-0 1-6-0 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)-- [2:0-8-5,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.05 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: 18 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=180(LC 12) Max Uplift 3=-66(LC 9), 2=-257(LC 12) Max Grav 3=107(LC 17), 2=348(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 66 lb uplift at joint 3 and 257 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss CJK1 Truss Type Corner Jack Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754201 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:27 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-Hv2v9HDYVMFJsA_6Vv2KXiookY4_TK4ehR42UUyvvvQ 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 -1-6-0 1-6-0 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)-- [2:0-7-13,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.78 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.04 0.01 (loc) 2-5 2-5 4 l/defl >999 >999 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 *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=240(LC 12) Max Uplift 3=-140(LC 12), 2=-268(LC 12), 4=-3(LC 9) Max Grav 3=189(LC 17), 2=432(LC 17), 4=109(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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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 140 lb uplift at joint 3, 268 lb uplift at joint 2 and 3 lb uplift at joint 4. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss DGR Truss Type HALF HIP GIRDER Qty 1 Ply 4 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754202 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:29 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-DIAgayFo1zV15U8VcK4oc7tEKLcQx0Fw8lZ8ZNyvvvO Scale = 1:60.0 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 34 35 36 37 23 6x8 1.5x8 STP 1.5x8 STP8x10 6x8 6x8 5x8 2x4 3x6 3x8 6x12 MT20HS 4x6 3x6 4x6 6x8 3x6 5x12 5x6 5x8 2x4 4x6 10x14 7x10 12x14 HGUS26-2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 6-3-8 6-3-8 8-9-14 2-6-6 11-6-0 2-8-2 12-11-12 1-5-12 16-7-8 3-7-12 20-9-12 4-2-4 25-0-0 4-2-4 29-6-0 4-6-0 6-3-8 6-3-8 8-9-14 2-6-6 11-6-0 2-8-2 12-7-0 1-1-0 16-7-8 4-0-8 20-9-12 4-2-4 25-0-0 4-2-4 29-6-0 4-6-0 0-4-36-7-115-3-111-4-03-3-53-4-66-7-116.00 12 Plate Offsets (X,Y)-- [5:0-6-2,0-0-12], [6:0-3-0,0-3-12], [13:0-3-8,0-2-8], [15:0-5-4,Edge], [16:0-3-8,0-4-8], [17:0-7-0,0-5-12], [19:0-4-4,0-1-8], [21:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.39 0.88 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.47 -0.70 0.40 (loc) 18 18 23 l/defl >746 >496 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 1009 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP M 26 *Except* 1-18: 2x6 SP No.2, 5-19: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-23: 2x6 SP No.2, 7-14,10-14,11-13,6-16,4-17: 2x4 SP No.1 6-17: 2x4 SP No.2, 17-20: 2x4 SP M 31 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 17-19 REACTIONS. (size)1=0-8-0, 23=0-8-0 Max Horz 1=430(LC 18) Max Uplift 1=-4847(LC 8), 23=-5767(LC 8) Max Grav 1=9313(LC 1), 23=11358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-20273/10539, 2-4=-18112/9434, 4-5=-39743/20401, 5-6=-37379/19241, 6-7=-29587/15178, 7-8=-24904/12738, 8-10=-24904/12738, 10-11=-15115/7721, 12-23=-11358/5767, 11-12=-9860/5041 BOT CHORD 1-21=-9484/18128, 20-21=-9484/18128, 17-19=-1277/2768, 5-17=-2635/5174, 16-17=-15244/29546, 14-16=-15213/29584, 13-14=-7817/15115, 12-13=-496/648 WEBS 2-21=-1405/2518, 7-16=-1842/3630, 7-14=-5596/2916, 8-14=-612/371, 10-14=-5999/11704, 10-13=-6227/3266, 11-13=-8760/17214, 6-16=-386/191, 6-17=-7045/13646, 4-20=-16431/8465, 17-20=-13464/26000, 4-17=-10384/20211, 2-20=-3470/1990 NOTES-(15) 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-5-0 oc, Except member 7-16 2x4 - 1 row at 0-9-0 oc, member 14-7 2x4 - 1 row at 0-9-0 oc, member 8-14 2x4 - 1 row at 0-9-0 oc, member 14-10 2x4 - 1 row at 0-9-0 oc, member 10-13 2x4 - 1 row at 0-9-0 oc, member 13-11 2x4 - 1 row at 0-9-0 oc, member 6-16 2x4 - 1 row at 0-9-0 oc, member 17-6 2x4 - 1 row at 0-9-0 oc, member 20-4 2x4 - 1 row at 0-9-0 oc, member 20-17 2x4 - 1 row at 0-9-0 oc, member 4-17 2x4 - 1 row at 0-9-0 oc, member 2-20 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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. Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss DGR Truss Type HALF HIP GIRDER Qty 1 Ply 4 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754202 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:29 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-DIAgayFo1zV15U8VcK4oc7tEKLcQx0Fw8lZ8ZNyvvvO NOTES-(15) 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 23 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 4847 lb uplift at joint 1 and 5767 lb uplift at joint 23. 11) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 8-10d Truss) or equivalent at 6-3-8 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. 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-2-12 from the left end to 26-2-12 to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 28-2-12 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. 14) Fill all nail holes where hanger is in contact with lumber. 15) "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: 1-6=-74, 6-11=-74, 1-19=-20, 18-19=-20, 12-17=-20 Concentrated Loads (lb) Vert: 21=-2623(F) 26=-1396(F) 27=-1396(F) 28=-1396(F) 30=-1392(F) 31=-1403(F) 32=-1403(F) 33=-1383(F) 34=-1383(F) 35=-1383(F) 36=-1383(F) 37=-1380(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 2789481_STAWSKI_RES Truss DGR1 Truss Type HALF HIP GIRDER Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754203 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:31 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-AgIQ?eH2ZbllKnHtkl7GhYyWw9GFPzYDc32FdFyvvvM Scale = 1:58.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 29 30 20 10x12 1.5x8 STP 1.5x8 STP7x10 6x8 5x6 3x8 2x4 3x6 4x10 MT20HS 5x8 8x10 3x6 3x8 2x4 5x8 3x6 8x10 2x4 3x6 HTU26 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 8-8-0 8-8-0 11-8-0 3-0-0 11-11-8 0-3-8 12-11-12 1-0-4 16-1-14 3-2-2 20-6-0 4-4-2 24-10-2 4-4-2 29-6-0 4-7-14 -1-6-0 1-6-0 8-8-0 8-8-0 11-8-0 3-0-0 16-1-14 4-5-14 20-6-0 4-4-2 24-10-2 4-4-2 29-6-0 4-7-14 0-4-36-2-34-10-31-4-03-0-113-1-76-2-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-6-4,0-1-12], [15:0-5-12,0-5-4], [17:0-4-8,0-1-8], [18:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.99 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 -0.57 0.28 (loc) 16 16 20 l/defl >866 >605 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 449 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 3-4: 2x6 SP No.2, 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 4-17: 2x4 SP No.3 WEBS 2x4 SP No.2 *Except* 9-20: 2x6 SP No.2, 3-18,5-14,6-12,8-11,16-19: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. Except: 10-0-0 oc bracing: 15-17 REACTIONS. (size)2=0-8-0, 20=0-8-0 Max Horz 2=281(LC 22) Max Uplift 2=-1466(LC 8), 20=-2053(LC 8) Max Grav 2=2701(LC 29), 20=3952(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5228/2729, 3-4=-11447/6142, 4-5=-10982/5833, 5-6=-10982/5833, 6-8=-5760/3022, 8-9=-5760/3022, 10-20=-3952/2053, 9-10=-3358/1773 BOT CHORD 2-18=-2433/4674, 15-17=-1184/2071, 4-15=-2607/4773, 14-15=-5635/10509, 12-14=-4864/9216, 11-12=-4864/9216, 10-11=-225/307 WEBS 3-18=-5249/2873, 15-18=-3554/6805, 3-15=-3155/5735, 4-14=-221/714, 5-14=-302/202, 6-14=-1137/2075, 6-12=-402/884, 6-11=-3967/2115, 9-11=-3307/6345 NOTES-(15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 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) 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) Bearing at joint(s) 20 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 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss DGR1 Truss Type HALF HIP GIRDER Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754203 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:31 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-AgIQ?eH2ZbllKnHtkl7GhYyWw9GFPzYDc32FdFyvvvM NOTES-(15) 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1466 lb uplift at joint 2 and 2053 lb uplift at joint 20. 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 12-11-12 from the left end to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 14-7-12 from the left end to 28-7-12 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "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=-49, 4-9=-49, 2-17=-13, 16-17=-13, 10-15=-13 Concentrated Loads (lb) Vert: 16=-1460(B) 12=-371(B) 11=-371(B) 25=-371(B) 26=-371(B) 27=-371(B) 28=-371(B) 29=-371(B) 30=-374(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 2789481_STAWSKI_RES Truss EJ2 Truss Type Jack-Open Qty 5 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754204 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:32 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-etsoC_HhKuucyxs4ITeVElVlgZqt8bJNqjopAhyvvvL Scale = 1:10.8 1 2 3 43x4 1.5x8 STP 2-0-0 2-0-0 -1-6-0 1-6-0 2-0-0 2-0-0 0-4-31-4-30-11-81-4-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 2-0-0 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=131(LC 12) Max Uplift 3=-25(LC 9), 2=-237(LC 12) Max Grav 3=33(LC 17), 2=274(LC 17), 4=38(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 25 lb uplift at joint 3 and 237 lb uplift at joint 2. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss EJ4 Truss Type Jack-Open Qty 2 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754205 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:33 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-63QBPKIJ5C0Ta5RGrA9kmz2p0z8lt2ZW3NYMi8yvvvK Scale = 1:17.0 1 2 3 4 3x4 1.5x8 STP 4-0-0 4-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 0-4-32-4-31-11-82-4-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.86 0.15 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: 16 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 2-3-13 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=214(LC 12) Max Uplift 3=-65(LC 9), 2=-331(LC 12) Max Grav 3=102(LC 17), 2=423(LC 17), 4=72(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 65 lb uplift at joint 3 and 331 lb uplift at joint 2. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss EJ5G Truss Type Jack-Open Qty 2 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754206 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:34 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-aF_ZdgJxsW8KBF0SPugzJAa4EMQ9cVpgI1HvEayvvvJ Scale = 1:21.3 1 2 3 7 6 8 12 4 5 3x4 1.5x8 STP 3x6 3x4 2x4 5x6 2x4 2x4 0-9-0 0-9-0 1-0-8 0-3-8 1-4-0 0-3-8 2-8-0 1-4-0 5-0-0 2-4-0 -1-6-0 1-6-0 1-4-0 1-4-0 5-0-0 3-8-0 0-4-34-2-33-2-32-5-86.00 12 Plate Offsets (X,Y)-- [2:0-0-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.51 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 -0.01 (loc) 5-6 5-6 5 l/defl >999 >826 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 *Except* 3-8: 2x6 SP No.2, 9-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=221(LC 12) Max Uplift 4=-102(LC 12), 2=-263(LC 12), 5=-10(LC 9) Max Grav 4=157(LC 17), 2=403(LC 17), 5=84(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/0 BOT CHORD 2-7=-124/350, 3-7=-110/286 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 102 lb uplift at joint 4, 263 lb uplift at joint 2 and 10 lb uplift at joint 5. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss EJ7 Truss Type Jack-Open Qty 7 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754207 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:34 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-aF_ZdgJxsW8KBF0SPugzJAaz4MMvcVpgI1HvEayvvvJ Scale = 1:23.5 1 2 5 3 43x6 1.5x8 STP 7-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.67 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.22 -0.00 (loc) 2-4 2-4 3 l/defl >536 >368 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=281(LC 12) Max Uplift 3=-184(LC 12), 2=-283(LC 12) Max Grav 3=260(LC 17), 2=493(LC 17), 4=125(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 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 184 lb uplift at joint 3 and 283 lb uplift at joint 2. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss EJJ Truss Type Jack-Open Qty 15 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754208 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:35 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-2SXxq0KZdpGApPbfzbBCrO79mmm_Ly3pXg1Tm0yvvvI Scale = 1:21.3 1 2 5 3 43x4 1.5x8 STP 6-2-0 6-2-0 -1-6-0 1-6-0 6-2-0 6-2-0 0-4-33-5-33-0-83-5-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.84 0.42 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-4 2-4 3 l/defl >999 >521 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 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 2-3-13 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=256(LC 12) Max Uplift 3=-170(LC 12), 2=-274(LC 12) Max Grav 3=238(LC 17), 2=455(LC 17), 4=115(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 6-1-4 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 170 lb uplift at joint 3 and 274 lb uplift at joint 2. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss EJK Truss Type Jack-Open Qty 4 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754209 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:36 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-We5J2MKBO7O1RZArXIjRObgKYA6z4PJylKm0JTyvvvH Scale = 1:23.0 1 2 5 6 3 4 6x8 1.5x8 STP 4x6 4-8-0 4-8-0 7-0-0 2-4-0 -1-6-0 1-6-0 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)-- [2:0-7-1,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.84 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.16 0.05 (loc) 5 5 4 l/defl >758 >488 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 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 3-6-9 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=281(LC 12) Max Uplift 3=-178(LC 12), 2=-282(LC 12), 4=-6(LC 9) Max Grav 3=245(LC 17), 2=493(LC 17), 4=134(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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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 178 lb uplift at joint 3, 282 lb uplift at joint 2 and 6 lb uplift at joint 4. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss EJK1 Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754210 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:37 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-_qfhFhLp8RWu2il140EgxpCWpaUBpsY6__WarvyvvvG Scale = 1:23.5 1 2 3 8 7 6 9 4 5 3x4 1.5x8 STP 3x4 5x6 4x6 6-8-8 6-8-8 7-0-0 0-3-8 -1-6-0 1-6-0 7-0-0 7-0-0 0-4-33-4-73-10-32-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.81 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 -0.01 (loc) 2-8 2-8 5 l/defl >999 >913 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-14 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=437(LC 12) Max Uplift 4=-82(LC 17), 2=-246(LC 12), 5=-303(LC 12) Max Grav 4=87(LC 12), 2=472(LC 1), 5=467(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/76, 3-6=-428/519 BOT CHORD 2-8=-310/322 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 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 82 lb uplift at joint 4, 246 lb uplift at joint 2 and 303 lb uplift at joint 5. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss EJK2 Truss Type Jack-Open Qty 9 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754211 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:38 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-T0D4T1MRvkelgsKDejlvT0lfj_i3YJoFDeF7NLyvvvF Scale = 1:23.5 1 2 3 7 6 8 4 5 3x4 1.5x8 STP 2x4 5x8 2-4-0 2-4-0 2-8-0 0-4-0 7-0-0 4-4-0 -1-6-0 1-6-0 2-4-0 2-4-0 7-0-0 4-8-0 0-4-33-10-32-10-33-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-2-1,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.93 0.78 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.34 0.17 (loc) 6 6 5 l/defl >246 >234 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 *Except* 3-7: 2x4 SP No.3, 3-5: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=281(LC 12) Max Uplift 4=-151(LC 12), 2=-281(LC 12), 5=-30(LC 12) Max Grav 4=227(LC 17), 2=500(LC 17), 5=133(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 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 151 lb uplift at joint 4, 281 lb uplift at joint 2 and 30 lb uplift at joint 5. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss EJK3 Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754212 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:39 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-xDnSgNN4g2mcI0uQCRG80EHqlN6aHksPRI?gwoyvvvE Scale = 1:20.2 1 2 3 4 9 8 7 10 5 6 3x4 1.5x8 STP 2x4 4x6 2x4 4x6 2-4-0 2-4-0 2-8-0 0-4-0 5-2-8 2-6-8 6-8-8 1-6-0 7-0-0 0-3-8 -1-6-0 1-6-0 2-4-0 2-4-0 5-2-8 2-10-8 7-0-0 1-9-8 0-4-32-11-71-11-71-0-02-11-76.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.51 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.27 0.14 (loc) 8 8 6 l/defl >338 >291 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-11 oc bracing: 3-7. REACTIONS. (size)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=230(LC 12) Max Uplift 5=-40(LC 8), 2=-305(LC 12), 6=-133(LC 12) Max Grav 5=43(LC 22), 2=503(LC 17), 6=293(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 3-7=-310/252 WEBS 4-7=-383/473 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 5-2-8, Exterior(2E) 5-2-8 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 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 40 lb uplift at joint 5, 305 lb uplift at joint 2 and 133 lb uplift at joint 6. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss EJK4 Truss Type Jack-Closed Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754213 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:39 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-xDnSgNN4g2mcI0uQCRG80EHpfN8kHm2PRI?gwoyvvvE Scale = 1:18.5 1 2 3 4 5 6 3x4 1.5x8 STP 3x4 5x6 3x4 3x4 7-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 0-4-32-7-72-1-112-7-76.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-2-0,0-2-8], [4:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 -0.00 (loc) 2-6 2-6 6 l/defl >999 >686 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=190(LC 11) Max Uplift 6=-126(LC 12), 2=-334(LC 12) Max Grav 6=286(LC 1), 2=486(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/233, 3-4=-248/297, 4-5=-311/371, 5-6=-256/363 BOT CHORD 2-6=-270/237 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 126 lb uplift at joint 6 and 334 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss G Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754214 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:40 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-PPLqtjOiRMuTvATcm8nNYRq01nL40CuYgykESEyvvvD Scale = 1:28.5 1 2 3 4 5 8 7 6 16 5x6 1.5x8 STP 1.5x8 STP 3x4 3x8 5x8 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-8-0 0-8-0 2-2-0 1-6-0 2-8-0 0-6-0 8-1-0 5-5-0 10-10-0 2-9-0 12-5-0 1-7-0 12-9-0 0-4-0 13-6-0 0-9-0 2-2-0 2-2-0 2-8-0 0-6-0 8-1-0 5-5-0 10-10-0 2-9-0 13-6-0 2-8-0 0-4-34-4-110-4-31-4-06.00 12 Plate Offsets (X,Y)-- [5:0-2-0,Edge], [7:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.94 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.39 0.14 (loc) 2-8 2-8 5 l/defl >439 >395 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 2-7,5-6: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. Except: 4-9-0 oc bracing: 2-8 6-0-0 oc bracing: 6-7 REACTIONS. (size)5=0-8-0, 1=0-8-0 Max Horz 1=-166(LC 10) Max Uplift 5=-299(LC 12), 1=-291(LC 12) Max Grav 5=603(LC 1), 1=618(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-304/132, 2-3=-805/765, 3-4=-798/910, 4-5=-976/990 BOT CHORD 2-8=-637/749, 7-8=-634/669, 5-6=-779/814 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) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 8-1-0, Exterior(2E) 8-1-0 to 13-2-0 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 5 and 291 lb uplift at joint 1. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss G1 Truss Type Common Qty 2 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754215 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:41 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-tbvC53OKCf0KXK2oJsIc5fNFNBjlldsivcUn_gyvvvC Scale = 1:28.6 1 2 3 4 6 5 7 8 5x6 1.5x8 STP 3x6 3x6 3x4 4x6 8-1-0 8-1-0 12-11-0 4-10-0 -1-6-0 1-6-0 8-1-0 8-1-0 12-11-0 4-10-0 0-4-34-4-111-11-116.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.79 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.23 0.01 (loc) 2-6 2-6 5 l/defl >837 >662 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-4: 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 5-4-7 oc bracing. REACTIONS. (size)2=0-8-0, 5=Mechanical Max Horz 2=272(LC 11) Max Uplift 2=-460(LC 12), 5=-274(LC 12) Max Grav 2=752(LC 17), 5=574(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-685/554, 3-4=-622/639, 4-5=-557/634 BOT CHORD 2-6=-541/538 WEBS 4-6=-500/552 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 8-1-0, Exterior(2E) 8-1-0 to 12-9-4 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) 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 460 lb uplift at joint 2 and 274 lb uplift at joint 5. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss G2 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754216 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:42 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-LoSaIPPyzz8B9Ud?tZpresvLmb3oU?ar8GDKW6yvvvB Scale = 1:28.5 1 2 3 4 6 5 7 8 2x4 1.5x8 STP 6x8 3x6 2x4 5x8 8-2-0 8-2-0 12-11-0 4-9-0 -1-6-0 1-6-0 8-2-0 8-2-0 12-11-0 4-9-0 0-4-34-5-36.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.80 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.23 0.01 (loc) 2-6 2-6 5 l/defl >810 >643 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=340(LC 9) Max Uplift 5=-295(LC 9), 2=-453(LC 12) Max Grav 5=588(LC 17), 2=771(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-687/439 BOT CHORD 2-6=-671/652, 5-6=-670/645 WEBS 3-6=-34/317, 3-5=-717/771 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 8-2-0, Exterior(2E) 8-2-0 to 12-9-4 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 295 lb uplift at joint 5 and 453 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss G3 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754217 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:43 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-p_0zWlQakHG2mdCBRHL4A4SYi?PvDTy_Mwzu3ZyvvvA Scale = 1:34.0 1 2 3 4 5 7 6 8 9 4x6 1.5x8 STP 3x6 3x6 2x4 3x8 3x6 10-2-0 10-2-0 12-11-0 2-9-0 -1-6-0 1-6-0 6-0-0 6-0-0 10-2-0 4-2-0 12-11-0 2-9-0 0-4-35-5-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.80 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.45 -0.01 (loc) 2-7 2-7 6 l/defl >698 >334 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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 5-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=416(LC 9) Max Uplift 6=-300(LC 9), 2=-449(LC 12) Max Grav 6=627(LC 17), 2=771(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-791/544, 3-4=-476/325, 4-5=-416/343, 5-6=-672/666 BOT CHORD 2-7=-955/822 WEBS 3-7=-517/662, 4-7=-172/280, 5-7=-645/679 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 10-2-0, Exterior(2E) 10-2-0 to 12-9-4 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 300 lb uplift at joint 6 and 449 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss GH5 Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754218 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:45 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-lN8jxQRqGuWm0xMaYhNYFVXuCo7jhSJHqES?7Ryvvv8 Scale = 1:31.4 1 2 3 4 5 6 9 8 7 17 18 19 2x4 1.5x8 STP 1.5x8 STP 5x6 3x4 5x8 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 Special Special Special Special 0-8-0 0-8-0 2-2-0 1-6-0 2-8-0 0-6-0 8-1-0 5-5-0 10-10-0 2-9-0 12-3-0 1-5-0 12-9-0 0-6-0 13-6-0 0-9-0 2-2-0 2-2-0 2-8-0 0-6-0 7-8-0 5-0-0 8-1-0 0-5-0 8-6-0 0-5-0 10-10-0 2-4-0 13-6-0 2-8-0 15-0-0 1-6-0 0-4-34-2-30-4-31-4-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [8:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.72 0.65 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.28 0.10 (loc) 2-9 2-9 5 l/defl >841 >554 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 3-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 2-8,5-7: 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: 6-0-0 oc bracing: 7-8 REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-191(LC 6) Max Uplift 1=-437(LC 8), 5=-695(LC 8) Max Grav 1=916(LC 29), 5=1175(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-432/185, 2-3=-1590/755, 3-4=-1649/827, 4-5=-1719/778 BOT CHORD 2-9=-624/1531, 8-9=-494/1239, 5-7=-571/1474 WEBS 3-9=-85/413, 4-9=-244/386 NOTES-(11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint 1 and 695 lb uplift at joint 5. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 473 lb down and 338 lb up at 7-8-0, and 473 lb down and 338 lb up at 8-5-4 on top chord, and 172 lb down and 68 lb up at 7-8-0, and 172 lb down and 68 lb up at 8-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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." Continued on page 2 July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss GH5 Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754218 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:45 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-lN8jxQRqGuWm0xMaYhNYFVXuCo7jhSJHqES?7Ryvvv8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-96, 2-3=-74, 3-6=-74, 2-8=-20, 5-7=-20 Concentrated Loads (lb) Vert: 9=-107(B) 17=-175(B) 18=-175(B) 19=-107(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 2789481_STAWSKI_RES Truss HJ2 Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754219 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:46 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-EZi58mST1Cedd5xm6Punoi44KCb7QwnR2uBYfuyvvv7 Scale = 1:10.5 1 2 5 3 6 4 3x4 NAILED NAILED NAILED NAILED 2-9-3 2-9-3 -2-1-7 2-1-7 2-9-3 2-9-3 0-4-31-3-140-4-40-11-101-3-144.24 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.70 0.07 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: 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 2-9-3 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=127(LC 8) Max Uplift 3=-168(LC 17), 2=-402(LC 8) Max Grav 3=235(LC 24), 2=426(LC 28), 4=47(LC 3) 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 168 lb uplift at joint 3 and 402 lb uplift at joint 2. 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=-74, 2-4=-20 Concentrated Loads (lb) Vert: 5=159(F=79, B=79) July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss HJ4 Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754220 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:47 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-ilGTL6T5oVmTFFWyg6P0LwdF1ctb9N1aHYx5CKyvvv6 Scale = 1:19.3 2 1 5 6 3 7 8 4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-7-2 5-7-2 -2-9-15 2-9-15 5-7-2 5-7-2 0-3-112-3-140-11-90-4-41-11-102-3-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.70 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 -0.00 (loc) 2-4 2-4 3 l/defl >999 >712 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 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 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-10-15. (lb) - Max Horz 2=178(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-166(LC 24), 3=-149(LC 8), 2=-364(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4 except 2=781(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/133 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 166 lb uplift at joint 1, 149 lb uplift at joint 3 and 364 lb uplift at joint 2. 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: 1-2=-95, 2-3=-74, 2-4=-20 Concentrated Loads (lb) Vert: 5=233(F=116, B=116) ADEQUATE SUPPORT REQUIRED July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss HJ5G Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754221 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:48 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-AyqsZSUjZpvKtP58EqwFt79UP0AruqHjWCgfkmyvvv5 Scale = 1:21.3 1 2 3 7 6 8 12 13 4 14 15 5 3x4 3x6 4x6 2x4 5x6 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1-5-11 1-5-11 2-0-0 0-6-5 7-0-2 5-0-2 -2-1-7 2-1-7 1-5-11 1-5-11 7-0-2 5-6-7 0-4-34-1-140-4-42-5-103-1-144.24 12 Plate Offsets (X,Y)-- [7:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.40 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.28 -0.04 (loc) 5-6 5-6 5 l/defl >482 >286 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-8: 2x6 SP No.2, 9-10: 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 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-9, 5=Mechanical Max Horz 2=218(LC 24) Max Uplift 4=-166(LC 8), 2=-433(LC 8), 5=-25(LC 5) Max Grav 4=275(LC 28), 2=648(LC 28), 5=131(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1063/308 BOT CHORD 2-7=-222/808 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 166 lb uplift at joint 4, 433 lb uplift at joint 2 and 25 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=-74, 2-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 12=58(F=-24, B=82) 13=-40(F) 15=-54(F=-53, B=-1) July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss HJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754222 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:49 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-e8OEmoVLK71BVYfLnXRUQLiaiPTMdE?tlsQCGCyvvv4 Scale = 1:25.3 1 2 3 7 6 8 9 4 10 11 53x6 2x4 3x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 9-6-9 2-6-9 9-10-1 0-3-8 -2-1-7 2-1-7 7-0-0 7-0-0 9-10-1 2-10-1 0-4-33-9-140-4-43-5-103-9-144.24 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.75 0.74 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.18 -0.01 (loc) 2-7 2-7 4 l/defl >779 >629 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 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 4-4-11 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=279(LC 8) Max Uplift 4=-133(LC 24), 2=-495(LC 8), 5=-274(LC 8) Max Grav 4=82(LC 13), 2=774(LC 28), 5=557(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-889/218 BOT CHORD 2-7=-305/629, 6-7=-305/629 WEBS 3-7=-10/350, 3-6=-897/435 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 133 lb uplift at joint 4, 495 lb uplift at joint 2 and 274 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=-74, 2-5=-20 Concentrated Loads (lb) Vert: 7=-36(F=-18, B=-18) 3=-73(F=-37, B=-37) 8=163(F=82, B=82) July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss HJ7K Truss Type Diagonal Hip Girder Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754223 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:50 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-6Kxc_8Vz5Q926iEXLFzjyYFoApq6Mk30zW9mofyvvv3 Scale = 1:16.6 1 2 3 6 7 8 9 4 10 11 12 5 3x4 5x12 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1-0-12 1-0-12 2-8-7 1-7-11 6-0-13 3-4-6 -2-1-7 2-1-7 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)-- [2:0-0-13,Edge], [6:0-6-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.51 0.64 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.23 0.02 (loc) 5-6 5-6 4 l/defl >428 >293 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 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=198(LC 8) Max Uplift 4=-138(LC 8), 2=-413(LC 8), 5=-36(LC 5) Max Grav 4=224(LC 28), 2=599(LC 28), 5=141(LC 24) 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 138 lb uplift at joint 4, 413 lb uplift at joint 2 and 36 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=-74, 2-6=-20, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=82(F) 9=-49(B) 10=-4(B) 12=-41(B) July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss J Truss Type Flat Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754224 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:51 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-aXV_BUWbrkHvkspjvyUyVmnsHD715_2ACAvJL5yvvv2 Scale = 1:51.8 1 2 3 4 5 6 12 11 10 9 8 7 13 14 3x6 5x6 4x6 5x6 3x6 4x6 4x12 3x6 2x4 3x8 3x6 4x12 7-8-2 7-8-2 15-2-8 7-6-6 22-8-14 7-6-6 30-5-0 7-8-2 7-8-2 7-8-2 15-2-8 7-6-6 22-8-14 7-6-6 30-5-0 7-8-2 4-5-3Plate Offsets (X,Y)-- [4:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.85 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.32 0.07 (loc) 9 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-5-0 oc bracing. WEBS 1 Row at midpt 1-11, 3-11, 3-8, 6-8 REACTIONS. (size)12=Mechanical, 7=Mechanical Max Horz 12=-278(LC 8) Max Uplift 12=-695(LC 12), 7=-695(LC 12) Max Grav 12=1416(LC 1), 7=1416(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1346/1475, 1-2=-2051/2142, 2-3=-2051/2142, 3-5=-2051/2141, 5-6=-2051/2141, 6-7=-1346/1475 BOT CHORD 11-12=-327/332, 9-11=-2852/2669, 8-9=-2852/2669 WEBS 1-11=-2359/2292, 2-11=-606/830, 3-11=-704/762, 3-9=0/288, 3-8=-704/760, 5-8=-606/831, 6-8=-2360/2292 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 Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 27-3-4, Corner(3) 27-3-4 to 30-3-4 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 695 lb uplift at joint 12 and 695 lb uplift at joint 7. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss J1 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754225 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:53 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-WvdlcAYsNLXdzAz60NWQaBtDp1pXZwoTfUOQP_yvvv0 Scale = 1:54.8 1 2 3 4 5 6 11 10 9 8 7 12 13 14 3x4 3x8 3x6 3x6 4x6 5x8 5x6 3x4 2x4 5x8 6x12 MT20HS 7-6-0 7-6-0 14-11-15 7-5-15 22-7-9 7-7-10 30-5-0 7-9-7 7-6-0 7-6-0 14-11-15 7-5-15 22-7-9 7-7-10 30-5-0 7-9-7 1-8-35-5-36.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-3-8,0-2-4], [9:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.79 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.24 0.05 (loc) 9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 172 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x4 SP No.1 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 4-11-8 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 6-8 REACTIONS. (size)7=Mechanical, 11=Mechanical Max Horz 11=379(LC 9) Max Uplift 7=-699(LC 12), 11=-691(LC 12) Max Grav 7=1416(LC 1), 11=1416(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1897/1113, 2-3=-2163/1432, 3-5=-1669/1097, 5-6=-1669/1097, 6-7=-1346/869, 1-11=-1348/880 BOT CHORD 10-11=-667/543, 9-10=-1191/1691, 8-9=-1401/2162 WEBS 2-9=-378/708, 3-9=-252/258, 3-8=-594/403, 5-8=-608/494, 6-8=-1164/1971, 1-10=-724/1436 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) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-6-0, Exterior(2R) 7-6-0 to 15-11-13, Interior(1) 15-11-13 to 30-3-4 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 699 lb uplift at joint 7 and 691 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss J2 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754226 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:54 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-?5B7qVYU8ffUbKYIa41f7OPNZQ7kINjcu87zxQyvvv? Scale = 1:52.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 2x4 5x8 3x4 3x8 4x6 3x4 3x4 4x6 3x4 3x4 2x4 5x8 6x8 9-6-0 9-6-0 16-6-4 7-0-4 23-4-12 6-10-8 30-5-0 7-0-4 4-10-12 4-10-12 9-6-0 4-7-4 16-6-4 7-0-4 23-4-12 6-10-8 30-5-0 7-0-4 1-8-36-5-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.92 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.46 0.07 (loc) 12-13 12-13 8 l/defl >999 >794 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 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 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-8, 4-9, 7-9, 2-13 REACTIONS. (size)8=Mechanical, 13=Mechanical Max Horz 13=455(LC 9) Max Uplift 8=-701(LC 12), 13=-688(LC 12) Max Grav 8=1632(LC 17), 13=1689(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-303/183, 2-3=-2110/1147, 3-4=-2062/1252, 4-6=-1486/924, 6-7=-1486/924, 7-8=-1495/891, 1-13=-290/204 BOT CHORD 12-13=-1363/1880, 10-12=-1192/1910, 9-10=-1247/2117 WEBS 3-12=-74/332, 3-10=-214/445, 4-9=-816/459, 6-9=-543/453, 7-9=-1047/1954, 2-13=-1973/1102 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 6-1-12, Interior(1) 6-1-12 to 9-6-0, Exterior(2R) 9-6-0 to 17-11-13, Interior(1) 17-11-13 to 30-3-4 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 701 lb uplift at joint 8 and 688 lb uplift at joint 13. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss J3 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754227 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:55 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-TIlV1rZ6vznLDT7V8oYufcyZEqTi1n1l7otXUsyvvv_ Scale = 1:56.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 17 18 19 20 21 6x8 4x6 3x8 MT20HS 4x6 3x6 4x10 MT20HS 6x12 MT20HS 5x8 3x4 3x6 4x10 MT20HS 6x8 6x12 MT20HS 2x4 2x4 3x8 2x4 2x4 4-5-4 4-5-4 9-9-0 5-3-12 11-6-0 1-9-0 20-5-0 8-11-0 29-4-0 8-11-0 30-5-0 1-1-0 4-5-4 4-5-4 11-6-0 7-0-12 17-5-5 5-11-5 23-4-11 5-11-5 29-4-0 5-11-5 30-5-0 1-1-0 1-8-37-5-33-5-93-5-22-0-47-1-116.00 12 2.50 12 6.39 12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-0], [11:0-5-0,0-3-0], [14:0-5-8,0-3-0], [14:0-1-7,0-0-8], [15:0-4-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.93 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.51 -0.88 0.60 (loc) 11-13 11-13 9 l/defl >705 >411 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 173 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 14-15: 2x4 SP No.2, 15-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-15: 2x6 SP No.2, 1-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-10 REACTIONS. (size)15=Mechanical, 9=Mechanical Max Horz 15=399(LC 9) Max Uplift 15=-675(LC 12), 9=-711(LC 12) Max Grav 15=1435(LC 17), 9=1412(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4367/3054, 2-3=-3382/2173, 3-4=-3008/2081, 4-6=-5471/3633, 6-7=-527/366, 7-8=-559/372, 1-15=-1514/1054, 8-9=-1515/875 BOT CHORD 13-14=-3237/4110, 11-13=-3248/4636, 10-11=-2384/3368, 14-15=-649/473 WEBS 2-13=-1000/1027, 3-13=-575/981, 4-13=-1871/1186, 4-11=-618/1085, 6-11=-1591/2520, 6-10=-3275/2309, 8-10=-879/1425, 1-14=-2617/3777 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) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 11-6-0, Exterior(2R) 11-6-0 to 19-11-13, Interior(1) 19-11-13 to 29-4-0, Exterior(2E) 29-4-0 to 30-3-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 675 lb uplift at joint 15 and 711 lb uplift at joint 9. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss J4 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754228 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:57 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-PgtFSXbMRa13SnHtFDbMl11uje9OVg32a6MdXlyvvuy Scale = 1:59.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 16 17 18 19 5x6 5x6 2x4 3x6 2x4 2x4 2x4 7x10 3x6 5x8 7x10 2x4 4x6 2x4 5x6 5-0-4 5-0-4 8-9-0 3-8-12 9-9-0 1-0-0 20-5-0 10-8-0 30-5-0 10-0-0 5-0-4 5-0-4 9-9-0 4-8-12 13-6-0 3-9-0 20-5-0 6-11-0 27-4-0 6-11-0 30-5-0 3-1-0 1-8-38-5-33-5-93-5-22-0-43-0-38-5-36.00 12 2.50 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-8], [6:0-3-0,0-2-0], [9:0-4-0,0-3-8], [10:0-2-4,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.92 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.74 0.30 (loc) 8-9 9-10 8 l/defl >999 >487 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x4 SP No.3, 9-10: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-9: 2x4 SP No.2 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: 10-12 WEBS 1 Row at midpt 6-9 REACTIONS. (size)14=Mechanical, 8=Mechanical Max Horz 14=417(LC 9) Max Uplift 14=-673(LC 12), 8=-710(LC 12) Max Grav 14=1468(LC 17), 8=1423(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1838/1026, 2-3=-4118/2670, 3-4=-4249/2868, 4-5=-3611/2512, 5-6=-3611/2512, 1-14=-1414/840 BOT CHORD 13-14=-576/417, 3-10=-386/367, 9-10=-1990/2814, 8-9=-735/993 WEBS 2-13=-1852/1324, 10-13=-1634/2290, 2-10=-1392/2042, 4-10=-1012/1542, 4-9=-610/1180, 5-9=-571/486, 6-9=-1939/2934, 1-13=-815/1524, 6-8=-1669/1249 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 13-6-0, Exterior(2R) 13-6-0 to 21-11-13, Interior(1) 21-11-13 to 27-4-0, Exterior(2E) 27-4-0 to 30-3-4 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 14 and 710 lb uplift at joint 8. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss J5 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754229 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:58 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-ttQeftb_Cu9w4xr3pw6bHEa7B2V?EA9Cpl5B4Byvvux Scale: 3/16"=1' 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 17 18 19 4x6 6x8 5x6 3x4 3x6 2x4 2x4 3x4 6x8 3x6 5x8 7x10 2x4 4x6 2x4 5x6 5-0-4 5-0-4 8-9-0 3-8-12 9-9-0 1-0-0 20-5-0 10-8-0 30-5-0 10-0-0 5-0-4 5-0-4 9-9-0 4-8-12 15-6-0 5-9-0 20-5-0 4-11-0 25-4-0 4-11-0 30-5-0 5-1-0 1-8-39-5-33-5-93-5-22-0-43-0-39-5-36.00 12 2.50 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-5-8,0-2-4], [7:0-3-0,0-2-0], [10:0-2-12,0-2-12], [11:0-2-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.70 0.96 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.66 0.24 (loc) 9-10 10-11 9 l/defl >999 >545 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-13: 2x4 SP No.3, 10-11: 2x6 SP No.2 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 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 5-11, 7-9 REACTIONS. (size)15=Mechanical, 9=Mechanical Max Horz 15=439(LC 9) Max Uplift 15=-673(LC 12), 9=-710(LC 12) Max Grav 15=1473(LC 17), 9=1423(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1841/1023, 2-4=-4213/2729, 4-5=-4449/3032, 5-6=-2610/1917, 6-7=-2610/1917, 7-8=-246/257, 1-15=-1420/839, 8-9=-286/277 BOT CHORD 14-15=-569/421, 4-11=-559/522, 10-11=-1768/2526, 9-10=-968/1314 WEBS 2-14=-1879/1311, 11-14=-1614/2330, 2-11=-1468/2144, 5-11=-1356/2031, 5-10=-145/523, 6-10=-386/330, 7-10=-1142/1815, 1-14=-807/1516, 7-9=-1822/1327 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 15-6-0, Exterior(2R) 15-6-0 to 23-11-13, Interior(1) 23-11-13 to 25-4-0, Exterior(2E) 25-4-0 to 30-3-4 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 15 and 710 lb uplift at joint 9. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss J6 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754230 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:14:59 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-L3_0tDcczBHnh5QGNedqqS6EoRpuzg7L2Prkcdyvvuw Scale = 1:58.3 1 2 3 4 5 6 7 8 12 11 10 913 14 4x6 1.5x8 STP 4x6 4x6 4x6 4x12 3x4 2x4 3x4 5x6 6x8 3x8 10-5-5 10-5-5 20-5-0 9-11-11 30-5-0 10-0-0 -1-6-0 1-6-0 6-1-13 6-1-13 11-9-14 5-8-2 17-6-0 5-8-2 23-4-0 5-10-0 30-5-0 7-1-0 0-4-39-1-33-5-92-1-22-0-46.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-3-0,Edge], [7:0-3-8,0-2-0], [8:Edge,0-1-12], [9:0-4-8,Edge], [10:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.98 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.75 0.22 (loc) 9-10 9-10 9 l/defl >999 >480 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 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. WEBS 1 Row at midpt 5-10, 8-10 REACTIONS. (size)2=0-8-0, 9=Mechanical Max Horz 2=486(LC 11) Max Uplift 2=-847(LC 12), 9=-694(LC 12) Max Grav 2=1608(LC 17), 9=1403(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4133/2464, 3-5=-3561/2154, 5-6=-1987/1378, 6-7=-1986/1481, 7-8=-2044/1397, 8-9=-1320/985 BOT CHORD 2-12=-2586/3900, 10-12=-2114/3207 WEBS 3-12=-519/448, 5-12=-130/583, 5-10=-1351/903, 6-10=-305/545, 7-10=-219/584, 8-10=-1128/1702 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 17-6-0, Exterior(2E) 17-6-0 to 30-3-4 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) Refer to girder(s) for truss to truss connections. 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 847 lb uplift at joint 2 and 694 lb uplift at joint 9. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss J7 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754231 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:01 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-HS6mIvetVpXUxOaeU2fIvtCZxFVBRa6eVjKrgWyvvuu Scale = 1:62.6 1 2 3 4 5 6 7 8 9 13 12 11 1014 15 16 17 4x6 1.5x8 STP 4x6 4x6 2x4 4x6 4x12 3x4 2x4 3x4 3x4 6x8 5x6 10-5-5 10-5-5 20-5-0 9-11-11 30-5-0 10-0-0 -1-6-0 1-6-0 6-9-13 6-9-13 13-1-14 6-4-2 19-6-0 6-4-2 21-4-0 1-10-0 25-8-12 4-4-12 30-5-0 4-8-4 0-4-310-1-33-5-92-1-22-0-46.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-3-0,Edge], [11:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.99 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.68 0.23 (loc) 10-11 10-11 10 l/defl >999 >532 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 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. WEBS 1 Row at midpt 5-11, 8-10 REACTIONS. (size)2=0-8-0, 10=Mechanical Max Horz 2=535(LC 11) Max Uplift 2=-847(LC 12), 10=-694(LC 12) Max Grav 2=1603(LC 17), 10=1403(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4128/2353, 3-5=-3552/2067, 5-6=-1881/1268, 6-7=-1687/1273, 7-8=-1849/1284 BOT CHORD 2-13=-2480/3931, 11-13=-1925/3029, 10-11=-893/1240 WEBS 3-13=-557/472, 5-13=-236/715, 5-11=-1302/900, 6-11=-265/492, 7-11=-470/714, 8-11=-177/599, 8-10=-1784/1264 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 19-6-0, Exterior(2E) 19-6-0 to 21-4-0, Exterior(2R) 21-4-0 to 29-9-13, Interior(1) 29-9-13 to 30-3-4 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) Refer to girder(s) for truss to truss connections. 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 847 lb uplift at joint 2 and 694 lb uplift at joint 10. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss J8 Truss Type SCISSORS Qty 2 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754232 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:02 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-meg8VFfVG6fLYY9r2mAXR4kmEfrQA0hnkN3ODyyvvut Scale = 1:64.9 1 2 3 4 5 6 7 8 12 11 10 913 14 15 16 4x6 1.5x8 STP 4x6 2x4 4x6 3x4 2x4 3x4 6x8 3x6 6x8 5x6 10-5-5 10-5-5 20-5-0 9-11-11 30-5-0 10-0-0 -1-6-0 1-6-0 7-1-7 7-1-7 13-9-4 6-7-12 20-5-0 6-7-12 25-3-4 4-10-4 30-5-0 5-1-12 0-4-310-6-113-5-92-1-22-0-46.00 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 17.0 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 0.89 0.99 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.68 0.23 (loc) 9-10 9-10 9 l/defl >999 >531 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 10-11: 2x4 SP No.2 WEBS 2x4 SP No.3 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. WEBS 1 Row at midpt 5-10, 7-9 REACTIONS. (size)2=0-8-0, 9=Mechanical Max Horz 2=557(LC 11) Max Uplift 2=-847(LC 12), 9=-694(LC 12) Max Grav 2=1599(LC 17), 9=1403(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4117/2336, 3-5=-3551/2081, 5-6=-1850/1279, 6-7=-1856/1339, 8-9=-251/199 BOT CHORD 2-12=-2484/3937, 10-12=-1911/2941, 9-10=-946/1285 WEBS 3-12=-569/477, 5-12=-296/787, 5-10=-1274/900, 6-10=-788/1198, 7-10=-148/572, 7-9=-1809/1307 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 20-5-0, Exterior(2R) 20-5-0 to 26-5-0, Interior(1) 26-5-0 to 30-3-4 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) 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) 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 847 lb uplift at joint 2 and 694 lb uplift at joint 9. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss J9 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754233 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:04 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-i1ovwwglnkw3osJDABD?XVq5DSZtes_4BhYVHryvvur Scale = 1:66.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 6x8 1.5x8 STP 4x6 4x6 2x4 4x6 4x6 3x8 4x6 3x4 3x4 5x8 3x6 5x6 0-5-8 0-5-8 8-7-8 8-2-0 14-4-8 5-9-0 20-1-8 5-9-0 30-1-8 10-0-0 0-5-8 0-5-8 4-6-8 4-1-0 8-7-8 4-1-0 14-4-8 5-9-0 20-1-8 5-9-0 24-11-12 4-10-4 30-1-8 5-1-12 4-9-72-1-17-10-110-6-73-5-91-10-142-0-46.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.92 0.87 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.70 0.13 (loc) 8-9 8-9 8 l/defl >999 >513 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-9: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-13: 2x4 SP No.1 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. WEBS 1 Row at midpt 2-13, 6-8 REACTIONS. (size)8=Mechanical, 15=0-4-8 Max Horz 15=-513(LC 10) Max Uplift 8=-678(LC 12), 15=-678(LC 12) Max Grav 8=1400(LC 1), 15=1361(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-722/1279, 1-14=-722/1279, 1-2=-478/336, 2-3=-3013/1977, 3-4=-2762/1717, 4-5=-1823/1199, 5-6=-1804/1213, 7-8=-251/198 BOT CHORD 12-13=-918/1492, 10-12=-1826/3158, 9-10=-1544/2527, 8-9=-876/1267 WEBS 2-13=-1998/1208, 2-12=-1058/1927, 3-12=-1326/862, 3-10=-805/592, 4-10=-251/478, 4-9=-1034/765, 5-9=-733/1179, 6-9=-99/510, 6-8=-1804/1203, 1-15=-1600/953 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) 0-7-4 to 6-7-4, Interior(1) 6-7-4 to 20-1-8, Exterior(2R) 20-1-8 to 26-1-8, Interior(1) 26-1-8 to 29-11-12 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) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 678 lb uplift at joint 8 and 678 lb uplift at joint 15. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss JH Truss Type Flat Girder Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754234 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:07 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-6cT1Yyie4fIefJ1orJmi88ScPgYQrBYWtfn9uAyvvuo Scale = 1:51.8 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 3x6 4x12 3x4 4x12 3x6 4x6 5x12 2x4 2x4 3x8 2x4 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 7-8-2 7-8-2 15-2-8 7-6-6 22-8-14 7-6-6 30-5-0 7-8-2 7-8-2 7-8-2 15-2-8 7-6-6 22-8-14 7-6-6 30-5-0 7-8-2 3-5-3Plate Offsets (X,Y)-- [8:0-1-12,0-2-0], [11:0-4-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.93 1.00 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.45 0.07 (loc) 9 9-11 7 l/defl >999 >802 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 316 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 10-12: 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 6-8-0 oc bracing. REACTIONS. (size)12=Mechanical, 7=Mechanical Max Horz 12=211(LC 5) Max Uplift 12=-1461(LC 8), 7=-1536(LC 8) Max Grav 12=2669(LC 26), 7=2805(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2540/1488, 1-2=-5231/2926, 2-3=-5231/2926, 3-5=-5232/2927, 5-6=-5232/2927, 6-7=-2647/1571 BOT CHORD 9-11=-3633/6809, 8-9=-3633/6809 WEBS 1-11=-3011/5504, 2-11=-1154/912, 3-11=-1723/935, 3-9=0/562, 3-8=-1720/934, 5-8=-1156/915, 6-8=-3010/5503 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) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1461 lb uplift at joint 12 and 1536 lb uplift at joint 7. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 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." LOAD CASE(S) Standard Continued on page 2 July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss JH Truss Type Flat Girder Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754234 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:07 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-6cT1Yyie4fIefJ1orJmi88ScPgYQrBYWtfn9uAyvvuo LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 7-12=-20 Concentrated Loads (lb) Vert: 4=-116(B) 11=-38(B) 2=-116(B) 13=-116(B) 14=-116(B) 15=-116(B) 16=-116(B) 17=-116(B) 18=-116(B) 19=-116(B) 20=-116(B) 21=-116(B) 22=-116(B) 23=-116(B) 24=-116(B) 25=-136(B) 26=-38(B) 27=-38(B) 28=-38(B) 29=-38(B) 30=-38(B) 31=-38(B) 32=-38(B) 33=-38(B) 34=-38(B) 35=-38(B) 36=-38(B) 37=-38(B) 38=-38(B) 39=-43(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 2789481_STAWSKI_RES Truss K Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754235 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:08 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-ao1PmIjGryQVGTc_O1HxhL_qy4vFae?g6JWjQcyvvun Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1121 22 23 24 25 26 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x6 5x8 4x6 3x6 2x4 5x6 2x4 2x4 3x4 5x12 3x4 2x4 6x8 3x4 5x8 5x8 5x8 2x4 6-0-0 6-0-0 10-8-10 4-8-10 11-0-4 0-3-10 20-5-0 9-4-12 27-11-0 7-6-0 33-0-0 5-1-0 34-1-0 1-1-0 40-6-8 6-5-8 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 15-8-10 4-8-6 20-5-0 4-8-6 27-11-0 7-6-0 33-0-0 5-1-0 40-6-8 7-6-8 0-4-36-9-1110-6-112-9-114-0-00-1-62-1-142-6-16-9-116.00 12 2.50 12 Plate Offsets (X,Y)-- [8:0-5-4,0-3-4], [11:Edge,0-3-8], [12:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.75 0.90 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.61 0.04 (loc) 16-17 16-17 11 l/defl >999 >579 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 *Except* 7-8,8-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 5-18,9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-11-1 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 6-17, 8-16, 10-12 REACTIONS. (size)11=0-4-8, 2=0-8-0, 18=0-7-4 Max Horz 2=484(LC 11) Max Uplift 11=-667(LC 12), 2=-565(LC 12), 18=-1228(LC 12) Max Grav 11=1380(LC 1), 2=591(LC 21), 18=1975(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-531/965, 3-5=-358/433, 5-6=-272/377, 6-7=-1667/1156, 7-8=-1718/1072, 8-9=-3129/1822, 9-10=-3208/1871, 10-11=-1297/827 BOT CHORD 2-19=-950/382, 18-19=-950/382, 17-18=-1725/1121, 5-17=-439/327, 16-17=-816/1100, 15-16=-1530/2600, 9-12=-483/394 WEBS 3-19=-693/262, 3-18=-550/1138, 6-17=-1841/1296, 6-16=-130/530, 7-16=-540/958, 8-16=-1231/840, 8-15=-1144/790, 12-15=-1488/2560, 8-12=-418/727, 10-12=-1884/3278 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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 667 lb uplift at joint 11, 565 lb uplift at joint 2 and 1228 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss K1 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754236 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:10 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-XA9AA_lWNagDWnmNWRKPmm48gtaG2d3zad?pVVyvvul Scale = 1:82.2 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 27 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x6 5x12 8x12 3x4 3x6 2x4 5x6 2x4 2x4 3x4 5x12 3x4 2x4 6x8 3x4 5x8 3x6 5x12 2x4 5x8 6-0-0 6-0-0 10-8-10 4-8-10 11-0-4 0-3-10 20-5-0 9-4-12 29-11-0 9-6-0 33-0-0 3-1-0 34-1-0 1-1-0 40-6-8 6-5-8 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 15-8-10 4-8-6 20-5-0 4-8-6 25-2-0 4-9-0 29-11-0 4-9-0 33-0-0 3-1-0 40-6-8 7-6-8 0-4-35-9-1110-6-112-9-114-0-01-1-62-1-141-6-15-9-116.00 12 2.50 12 Plate Offsets (X,Y)-- [11:0-3-8,Edge], [13:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.99 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.67 0.02 (loc) 17-18 16-17 23 l/defl >999 >528 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 *Except* 9-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-19,10-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 13-16,11-13: 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. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 6-18, 11-13 REACTIONS. (size)2=0-8-0, 19=0-7-4, 23=0-4-8 Max Horz 2=420(LC 11) Max Uplift 2=-553(LC 12), 19=-1239(LC 12), 23=-647(LC 12) Max Grav 2=590(LC 21), 19=1975(LC 1), 23=1339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-528/919, 3-5=-261/433, 5-6=-190/386, 6-7=-1657/1131, 7-8=-1662/1104, 8-9=-3167/1855, 9-10=-3085/1737, 10-11=-3161/1783 BOT CHORD 2-20=-940/380, 19-20=-940/380, 18-19=-1712/1060, 5-18=-433/316, 17-18=-745/1089, 16-17=-1261/2157, 10-13=-423/319, 12-13=-201/335 WEBS 3-20=-694/262, 3-19=-550/1141, 6-18=-1858/1211, 6-17=-97/503, 7-17=-703/1092, 8-17=-969/726, 8-16=-500/1086, 9-16=-1925/1138, 13-16=-1473/2777, 9-13=-308/501, 11-13=-1691/2999, 11-23=-1407/778 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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; 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) 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 553 lb uplift at joint 2, 1239 lb uplift at joint 19 and 647 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."July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss KH7 Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754237 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:30 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-x1MkNp_3gjBNvsIDheh5a_vadxQqjb3vAkrtCKyvvuR Scale = 1:73.0 1 2 3 4 5 6 7 8 9 10 11 12 13 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1430 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 6x12 MT20HS 1.5x8 STP 1.5x8 STP 3x6 5x6 3x6 3x8 5x12 3x8 4x6 6x8 4x12 3x4 4x6 3x6 6x8 4x12 4x6 4x12 5x8 6x8 3x6 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED LUS24 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED LUS24 LUS24 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 19-5-12 6-4-12 26-3-8 6-9-12 27-0-0 0-8-8 29-6-0 2-6-0 32-0-0 2-6-0 32-11-0 0-11-0 38-4-8 5-5-8 39-0-0 0-7-8 40-10-0 1-10-0 -1-6-0 1-6-0 4-4-0 4-4-0 11-2-0 6-10-0 11-6-0 0-4-0 19-5-12 7-11-12 27-0-0 7-6-4 29-6-0 2-6-0 32-0-0 2-6-0 36-6-0 4-6-0 39-0-0 2-6-0 40-10-0 1-10-0 0-4-32-6-33-10-31-8-31-4-03-10-36.00 12 Plate Offsets (X,Y)-- [3:0-10-0,0-2-8], [4:0-2-0,0-2-8], [11:0-3-0,0-2-0], [18:0-2-12,Edge], [24:0-6-0,0-3-12], [25:0-5-8,0-2-0], [26:0-3-4,0-1-4], [27:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.73 0.87 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.59 0.14 (loc) 24-25 24-25 14 l/defl >912 >613 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 467 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5,7-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-30: 2x6 SP M 26, 31-32,8-22,10-20: 2x4 SP No.3 24-26: 2x4 SP No.1, 12-15: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-25,8-25: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 15-17 10-0-0 oc bracing: 26-27, 22-24, 18-20 REACTIONS. (size)2=0-8-0, 14=Mechanical, 28=0-8-0 Max Horz 2=209(LC 31) Max Uplift 2=-465(LC 32), 14=-1499(LC 8), 28=-3457(LC 8) Max Grav 2=142(LC 13), 14=2894(LC 37), 28=5826(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-202/860, 3-4=-2511/4847, 4-6=-4815/2680, 6-8=-4815/2680, 8-9=-7329/3978, 9-10=-6324/3383, 10-11=-6462/3450, 11-12=-3907/2020, 12-13=-2126/1122, 13-14=-2877/1492 BOT CHORD 2-29=-780/296, 28-29=-761/285, 27-28=-3173/1693, 26-27=-337/601, 4-27=-346/515, 25-26=-2693/1469, 24-25=-3899/7516, 8-24=0/281, 21-22=-202/312, 10-18=-564/455, 17-18=-1904/3724, 15-17=-1360/730, 12-17=-714/385 WEBS 3-29=-173/473, 3-28=-4431/2565, 4-25=-4159/7804, 6-25=-1009/754, 8-25=-2875/1495, 11-18=-1575/3098, 11-17=-443/358, 13-15=-1194/2326, 9-21=-4097/2143, 21-24=-2548/5098, 9-24=-1828/3414, 18-21=-2569/5168, 9-18=-999/1981, 4-28=-4267/2523 NOTES-(18) 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) All plates are 2x4 MT20 unless otherwise indicated.Continued on page 2 July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss KH7 Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754237 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:30 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-x1MkNp_3gjBNvsIDheh5a_vadxQqjb3vAkrtCKyvvuR NOTES-(18) 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 2, 1499 lb uplift at joint 14 and 3457 lb uplift at joint 28. 13) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 12-2-12 from the left end to connect truss(es) to back face of bottom chord. 14) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 1-10-4 oc max. starting at 38-4-8 from the left end to 40-2-12 to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 509 lb down and 397 lb up at 4-4-0 on top chord, and 335 lb down and 24 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 18) "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=-74, 3-11=-74, 11-13=-74, 2-27=-20, 24-26=-20, 22-23=-20, 20-22=-20, 19-20=-20, 17-18=-20, 15-16=-20, 14-15=-20 Concentrated Loads (lb) Vert: 3=-204(B) 5=-113(B) 11=-113(B) 29=-141(B) 34=-126(B) 35=-126(B) 36=-126(B) 38=45(B) 40=-113(B) 41=-113(B) 42=-113(B) 43=-113(B) 44=-113(B) 46=-113(B) 47=-138(B) 48=-138(B) 49=-138(B) 50=-113(B) 52=-70(B) 53=-70(B) 54=-70(B) 55=-346(B) 56=-86(B) 57=-86(B) 58=-86(B) 59=-86(B) 60=-86(B) 61=-86(B) 62=-86(B) 63=-58(B) 64=-58(B) 65=-58(B) 67=-86(B) 68=-86(B) 69=-243(B) 70=-271(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 2789481_STAWSKI_RES Truss KH9 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754238 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:32 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-tPUUoV0JBKR599Sco3jZfP_uOl4rBZfCd2K_GDyvvuP Scale = 1:72.8 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 1020 24 25 26 27 28 29 30 31 6x12 MT20HS 1.5x8 STP 1.5x8 STP 3x6 5x8 3x6 3x6 5x12 2x4 2x4 3x6 4x6 3x4 3x6 2x4 6x8 5x12 2x4 5x8 6x8 5x6 2x4 6-4-0 6-4-0 10-9-0 4-5-0 11-2-0 0-5-0 11-6-0 0-4-0 13-1-0 1-7-0 19-9-12 6-8-12 26-3-8 6-5-12 27-8-0 1-4-8 34-6-0 6-10-0 40-10-0 6-4-0 -1-6-0 1-6-0 6-4-0 6-4-0 11-6-0 5-2-0 19-9-12 8-3-12 27-8-0 7-10-4 34-6-0 6-10-0 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)-- [3:0-9-8,0-2-4], [4:0-3-0,0-2-8], [8:0-6-0,0-2-8], [9:0-2-12,0-2-0], [14:0-6-4,0-4-0], [16:0-1-8,0-1-8], [17:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.84 0.97 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.41 0.04 (loc) 13 14-15 10 l/defl >999 >879 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 231 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-20: 2x6 SP No.2, 21-22,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-15,7-15: 2x4 SP No.2 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: 16-17, 12-14 WEBS 1 Row at midpt 4-15, 7-15 REACTIONS. (size)2=0-8-0, 10=Mechanical, 18=0-8-0 Max Horz 2=258(LC 11) Max Uplift 2=-387(LC 12), 10=-599(LC 12), 18=-1479(LC 12) Max Grav 2=137(LC 21), 10=1248(LC 22), 18=2597(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-85/811, 3-4=-959/1639, 4-5=-1646/911, 5-7=-1646/911, 7-8=-2521/1513, 8-9=-1619/921, 9-10=-1187/753 BOT CHORD 2-19=-781/232, 18-19=-784/221, 17-18=-1101/858, 15-16=-939/744, 14-15=-1341/2564 WEBS 3-19=-734/240, 3-18=-1362/1653, 4-15=-1583/2808, 5-15=-591/442, 7-15=-1008/695, 11-14=-679/1246, 8-14=-664/1348, 8-11=-370/309, 9-11=-620/1257, 4-18=-1799/964 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 lb uplift at joint 2, 599 lb uplift at joint 10 and 1479 lb uplift at joint 18. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss KH11 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754239 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:11 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-?NjYOJm88to47xLZ49reJ_cK?HxDn1M6oHlN1xyvvuk Scale = 1:73.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 30 31 32 33 34 35 36 37 38 39 40 5x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 3x6 5x8 3x6 4x6 4x12 3x6 3x6 6x8 3x6 3x4 6x8 4x12 3x4 3x4 6-0-0 6-0-0 10-9-0 4-9-0 11-2-0 0-5-0 11-6-0 0-4-0 13-1-0 1-7-0 19-7-0 6-6-0 26-3-8 6-8-8 27-8-0 1-4-8 28-5-4 0-9-4 32-6-0 4-0-12 40-10-0 8-4-0 -1-6-0 1-6-0 6-0-0 6-0-0 8-4-0 2-4-0 11-6-0 3-2-0 13-1-0 1-7-0 19-7-0 6-6-0 26-3-8 6-8-8 27-8-0 1-4-8 32-6-0 4-10-0 34-10-0 2-4-0 40-10-0 6-0-0 42-4-0 1-6-0 0-4-34-6-35-10-30-4-35-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [9:0-6-0,0-2-8], [14:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.88 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.31 0.02 (loc) 15 18-19 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 241 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-24,25-26,8-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 20-21, 14-16 WEBS 1 Row at midpt 5-19 REACTIONS. (size)2=0-8-0, 11=0-8-0, 22=0-8-0 Max Horz 2=243(LC 11) Max Uplift 2=-429(LC 12), 11=-763(LC 12), 22=-1427(LC 12) Max Grav 2=235(LC 21), 11=1438(LC 18), 22=2487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/610, 3-4=0/730, 4-5=-566/1057, 5-6=-1336/749, 6-8=-2052/1214, 8-9=-2056/1211, 9-10=-1955/1102, 10-11=-2211/1162 BOT CHORD 2-23=-603/107, 22-23=-690/416, 21-22=-739/791, 19-20=-682/750, 18-19=-114/510, 8-14=-512/454, 13-14=-642/1704, 11-13=-859/1865 WEBS 3-23=-458/485, 4-23=-1381/575, 4-22=-849/1053, 5-19=-1281/2288, 6-19=-994/701, 14-19=-298/829, 9-14=-266/530, 9-13=-238/439, 10-13=-348/346, 6-14=-527/824, 5-22=-1779/928 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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 42-4-13 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 2x4 MT20 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 429 lb uplift at joint 2, 763 lb uplift at joint 11 and 1427 lb uplift at joint 22. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss KH13 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754240 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:13 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-xlqIp?nPgV2nNEVyBat6OPifI5fQFz1PGbET5pyvvui Scale = 1:73.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 33 34 5x8 1.5x8 STP 1.5x8 STP 1.5x8 STP 3x6 5x6 3x6 6x8 2x4 3x4 3x6 3x4 2x4 6x8 3x6 3x4 2x4 5x8 3x8 3x4 2x4 6x8 2x4 2x4 6-0-0 6-0-0 10-4-0 4-4-0 10-5-0 0-1-0 11-2-0 0-9-0 12-0-0 0-10-0 19-6-0 7-6-0 27-0-0 7-6-0 28-5-4 1-5-4 33-10-0 5-4-12 40-10-0 7-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 10-4-0 4-4-0 12-0-0 1-8-0 19-6-0 7-6-0 27-0-0 7-6-0 30-6-0 3-6-0 33-10-0 3-4-0 40-10-0 7-0-0 42-4-0 1-6-0 0-4-35-6-36-10-30-4-36-10-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [9:0-3-0,0-2-0], [14:0-2-8,0-2-12], [21:0-2-8,0-2-12], [22:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.71 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.25 0.05 (loc) 2-23 13-14 11 l/defl >891 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 259 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-19,8-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. Except: 10-0-0 oc bracing: 19-21, 14-16 WEBS 1 Row at midpt 6-21, 4-22 REACTIONS. (size)2=0-8-0, 11=0-8-0, 22=0-8-0 Max Horz 2=-292(LC 10) Max Uplift 2=-393(LC 12), 11=-772(LC 12), 22=-1435(LC 12) Max Grav 2=232(LC 21), 11=1482(LC 18), 22=2497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-22/616, 3-4=-614/978, 4-5=-242/362, 5-6=-226/344, 6-8=-1729/1032, 8-9=-1728/1023, 9-10=-2305/1401, 10-11=-2283/1166 BOT CHORD 2-23=-634/167, 22-23=-634/167, 21-22=-881/965, 5-21=-431/399, 8-14=-444/405, 13-14=-557/1548, 11-13=-857/1904 WEBS 3-23=-705/216, 17-21=-242/902, 6-21=-1602/1055, 14-17=-244/958, 6-14=-489/905, 9-14=-129/400, 9-13=-556/789, 10-13=-483/485, 4-22=-2004/1184, 3-22=-548/1259, 4-21=-931/1585 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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 42-4-13 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 393 lb uplift at joint 2, 772 lb uplift at joint 11 and 1435 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss KH15 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754241 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:15 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-t8y3EhpfC6IVcYfLJ?vaTqn0HuHvjqoijvjaAiyvvug Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 2223 24 25 26 27 28 29 3031 6x8 1.5x8 STP 1.5x8 STP 1.5x8 STP 4x6 5x6 3x6 3x4 5x6 2x4 2x4 2x4 3x6 3x4 2x4 6x12 MT20HS 4x6 7x10 3x4 2x4 2x4 5x12 6-0-0 6-0-0 10-8-10 4-8-10 11-0-4 0-3-10 20-5-0 9-4-12 28-5-4 8-0-4 30-0-0 1-6-12 33-10-0 3-10-0 40-10-0 7-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 12-4-0 1-3-12 20-5-0 8-1-0 28-6-0 8-1-0 30-0-0 1-6-0 33-10-0 3-10-0 40-10-0 7-0-0 42-4-0 1-6-0 0-4-36-6-30-4-34-1-62-1-142-1-76-6-36.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-5-8,0-2-4], [7:0-3-0,Edge], [8:0-4-0,0-2-8], [16:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.74 0.96 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.93 0.15 (loc) 16-17 16-17 11 l/defl >967 >383 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 220 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7,7-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 16-17: 2x4 SP No.1, 9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-17,8-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 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, 8-17 REACTIONS. (size)2=0-8-0, 11=0-8-0, 19=0-7-4 Max Horz 2=-341(LC 10) Max Uplift 2=-706(LC 12), 11=-863(LC 12), 19=-1053(LC 12) Max Grav 2=519(LC 21), 11=1585(LC 18), 19=2077(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/1273, 3-4=-75/504, 4-5=0/530, 5-6=-4086/2530, 6-8=-4086/2530, 8-9=-3166/1965, 9-10=-3221/1920, 10-11=-2496/1469 BOT CHORD 2-20=-961/251, 19-20=-961/251, 18-19=-1770/813, 16-17=-1219/2632, 11-13=-1134/2074 WEBS 3-20=-760/279, 3-19=-567/1261, 5-18=-1652/785, 13-16=-1277/2400, 10-16=-211/771, 10-13=-1054/649, 6-17=-665/556, 5-17=-2060/4014, 8-17=-885/1617, 8-16=-382/728 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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 42-4-13 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 706 lb uplift at joint 2, 863 lb uplift at joint 11 and 1053 lb uplift at joint 19. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss KH17 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754242 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:16 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-LKWRR1pHzPQMEiEXsiQp01K9vIfdSGuryZS8i8yvvuf Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 23 24 25 26 27 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x6 5x6 4x6 3x6 2x4 5x6 6x8 3x4 2x4 2x4 3x6 3x4 2x4 6x8 2x4 5x6 7x10 3x4 2x4 6-0-0 6-0-0 10-8-10 4-8-10 11-0-4 0-3-10 20-5-0 9-4-12 31-4-0 10-11-0 32-4-0 1-0-0 34-10-0 2-6-0 40-10-0 6-0-0 -1-6-0 1-6-0 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 32-4-0 5-10-0 34-10-0 2-6-0 40-10-0 6-0-0 42-4-0 1-6-0 0-4-37-6-30-4-34-1-62-1-141-7-97-6-36.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [8:0-3-0,0-2-0], [10:0-3-0,Edge], [17:0-3-0,Edge], [18:0-2-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.87 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.72 0.11 (loc) 17-18 17-18 12 l/defl >999 >494 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,8-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 17-18: 2x6 SP No.2, 9-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-7-9 oc bracing. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 6-19, 8-17 REACTIONS. (size)2=0-8-0, 12=0-8-0, 20=0-7-4 Max Horz 2=390(LC 11) Max Uplift 2=-727(LC 12), 12=-872(LC 12), 20=-1027(LC 12) Max Grav 2=568(LC 21), 12=1613(LC 18), 20=2003(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-483/1266, 3-5=-197/441, 5-6=-99/457, 6-7=-2756/1819, 7-8=-2755/1820, 8-9=-3971/2483, 9-11=-3768/2237, 11-12=-2593/1504 BOT CHORD 2-21=-954/340, 20-21=-954/340, 19-20=-1689/793, 5-19=-376/345, 18-19=-294/811, 17-18=-1090/2302, 9-17=-407/402, 12-14=-1179/2168 WEBS 3-21=-725/266, 3-20=-557/1189, 6-19=-1760/734, 6-18=-1119/2237, 7-18=-505/434, 8-18=-256/695, 8-17=-963/1636, 14-17=-1353/2631, 11-17=-624/1252, 11-14=-1452/826 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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 34-10-0, Interior(1) 34-10-0 to 42-4-13 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 727 lb uplift at joint 2, 872 lb uplift at joint 12 and 1027 lb uplift at joint 20. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss KH19 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754243 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:18 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-IjeBsjrXU1g4T0Nv_7TH5SPWE6JBvDo8PtxEn1yvvud Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 6x8 6x12 MT20HS 5x8 5x12 4x6 3x6 2x4 5x6 6x8 4x6 2x4 2x4 3x4 2x4 6x8 5x8 6x8 2x4 5x8 6-0-0 6-0-0 10-8-10 4-8-10 11-0-4 0-3-10 20-5-0 9-4-12 31-7-0 11-2-0 33-4-0 1-9-0 34-4-0 1-0-0 40-6-8 6-2-8 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 16-4-0 5-3-12 24-6-0 8-2-0 31-7-0 7-1-0 34-4-0 2-9-0 40-6-8 6-2-8 0-4-34-11-118-6-34-11-114-0-04-1-62-1-141-2-98-6-36.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-15], [7:0-7-4,0-1-8], [10:0-3-8,0-3-0], [14:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.93 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.95 0.06 (loc) 15-16 15-16 22 l/defl >857 >372 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 241 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2, 7-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 5-18,9-12: 2x4 SP No.3, 14-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.1 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 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 6-17, 7-15, 10-14 REACTIONS. (size)2=0-8-0, 18=0-7-4, 22=0-4-8 Max Horz 2=507(LC 11) Max Uplift 2=-658(LC 12), 18=-1113(LC 12), 22=-669(LC 12) Max Grav 2=594(LC 21), 18=1961(LC 1), 22=1341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-536/1181, 3-5=-372/366, 5-6=-300/454, 6-7=-2021/1494, 7-8=-3557/2414, 8-9=-2969/1944, 9-10=-1983/1324 BOT CHORD 2-19=-944/386, 18-19=-944/386, 17-18=-1672/1226, 5-17=-492/482, 16-17=-866/1197, 15-16=-1386/2084, 14-15=-1225/2013, 9-14=-1412/876 WEBS 3-19=-693/259, 3-18=-543/1126, 6-17=-1878/1274, 6-16=-637/1226, 7-15=-915/1501, 8-15=-1931/1423, 9-15=-916/1465, 10-14=-1338/2170, 10-22=-1536/973 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 16-4-0, Exterior(2R) 16-4-0 to 22-4-0, Interior(1) 22-4-0 to 24-6-5, Exterior(2R) 24-6-5 to 30-6-5, Interior(1) 30-6-5 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 658 lb uplift at joint 2, 1113 lb uplift at joint 18 and 669 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."July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss KH21 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754244 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:19 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-mvCa33s9FKox5Ay6Yq_WegxeWVfyefoHeXhoJTyvvuc Scale = 1:77.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1121 22 23 24 25 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x6 5x6 5x12 6x12 MT20HS 4x6 3x6 5x6 4x6 5x12 2x4 2x4 3x4 7x10 3x4 2x4 6x8 5x6 2x4 6-0-0 6-0-0 10-8-10 4-8-10 11-0-4 0-3-10 20-5-0 9-4-12 29-7-0 9-2-0 33-1-0 3-6-0 34-1-0 1-0-0 40-6-8 6-5-8 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 18-4-0 7-3-12 22-6-0 4-2-0 29-7-0 7-1-0 33-1-0 3-6-0 40-6-8 7-5-8 0-4-35-11-119-6-31-11-114-0-00-1-62-1-142-6-59-6-36.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-8], [7:0-3-8,0-2-4], [8:0-6-4,0-2-12], [11:Edge,0-3-8], [12:0-4-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.96 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.68 0.02 (loc) 13 15-16 11 l/defl >966 >523 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 No.2 *Except* 7-8: 2x4 SP No.1, 8-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 5-18,9-14: 2x4 SP No.3, 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 12-15: 2x4 SP No.2, 10-12: 2x4 SP No.1 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: 12-14 WEBS 1 Row at midpt 5-16, 10-12, 8-16 REACTIONS. (size)11=0-4-8, 2=0-8-0, 18=0-7-4 Max Horz 2=410(LC 11) Max Uplift 11=-663(LC 12), 2=-559(LC 12), 18=-1239(LC 12) Max Grav 11=1372(LC 1), 2=577(LC 21), 18=2000(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-494/931, 3-5=-293/409, 5-6=-1822/1182, 6-7=-1654/1241, 7-8=-1813/1188, 8-9=-4497/2682, 9-10=-4655/2785, 10-11=-1282/836 BOT CHORD 2-19=-904/347, 18-19=-904/347, 17-18=-1746/1226, 5-17=-1626/1252, 15-16=-1697/2823, 9-12=-365/315 WEBS 3-19=-698/266, 3-18=-516/1105, 5-16=-1021/1651, 6-16=-244/491, 7-16=-183/418, 8-15=-1888/1276, 12-15=-1774/2997, 8-12=-1214/2044, 10-12=-2710/4579, 8-16=-1316/866 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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) 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 663 lb uplift at joint 11, 559 lb uplift at joint 2 and 1239 lb uplift at joint 18. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss KH23 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754245 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:21 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-iIJKUktQny3fKT6UfF0_j51_wJLD6Xha6qAvOMyvvua Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1121 22 23 24 25 26 3x6 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x6 5x8 4x6 3x6 2x4 5x6 2x4 2x4 3x4 5x12 3x4 2x4 6x8 3x4 5x8 5x6 5x8 2x4 6-0-0 6-0-0 10-8-10 4-8-10 11-0-4 0-3-10 20-5-0 9-4-12 27-7-0 7-2-0 33-1-0 5-6-0 34-1-0 1-0-0 40-6-8 6-5-8 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-4 5-0-4 15-8-2 4-7-14 20-4-0 4-7-14 20-5-0 0-1-0 20-6-0 0-1-0 27-7-0 7-1-0 33-1-0 5-6-0 40-6-8 7-5-8 0-4-36-11-1110-6-32-11-114-0-00-1-62-1-142-6-56-11-116.00 12 2.50 12 Plate Offsets (X,Y)-- [8:0-5-4,0-3-0], [11:Edge,0-3-8], [12:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.91 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.62 0.04 (loc) 16-17 16-17 11 l/defl >999 >576 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 *Except* 7-8,8-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-18,9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-11-4 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 6-17, 10-12, 8-16 REACTIONS. (size)11=0-4-8, 2=0-8-0, 18=0-7-4 Max Horz 2=488(LC 11) Max Uplift 11=-667(LC 12), 2=-564(LC 12), 18=-1229(LC 12) Max Grav 11=1379(LC 1), 2=591(LC 21), 18=1974(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-531/966, 3-5=-375/431, 5-6=-278/376, 6-7=-1666/1155, 7-8=-1710/1077, 8-9=-2921/1716, 9-10=-2991/1759, 10-11=-1297/828 BOT CHORD 2-19=-952/383, 18-19=-952/383, 17-18=-1726/1128, 5-17=-435/324, 16-17=-822/1097, 15-16=-1508/2546, 9-12=-506/410 WEBS 3-19=-693/261, 3-18=-550/1138, 6-17=-1838/1308, 6-16=-136/531, 8-15=-1029/726, 12-15=-1456/2483, 8-12=-360/558, 10-12=-1779/3085, 7-16=-554/969, 8-16=-1185/816 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 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 667 lb uplift at joint 11, 564 lb uplift at joint 2 and 1229 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss MGR Truss Type Jack-Closed Girder Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754246 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:33 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-Lc2s?r1xyeZymJ1oMnEoCdX6b9Sbw1ZLsi4XpfyvvuO Scale = 1:38.3 1 2 3 4 9 8 7 6 5 10 11 12 13 14 15 3x4 1.5x8 STP 5x6 6x8 8x10 4x10 MT20HS 6x8 3x6 3x4 LUS26 LUS24 LUS24 LUS26 0-9-0 0-9-0 1-0-0 0-3-0 4-8-12 3-8-12 9-0-0 4-3-4 0-9-0 0-9-0 4-8-12 3-11-12 9-0-0 4-3-4 0-4-36-2-31-8-136-2-36.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge], [5:Edge,0-4-0], [6:0-3-8,0-4-4], [7:0-5-0,0-0-0], [9:0-7-0,0-7-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.69 0.87 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 -0.09 (loc) 5-6 5-6 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 67 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-7: 2x4 SP M 31, 5-8: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5: 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. Except: 10-0-0 oc bracing: 7-9 REACTIONS. (size)1=0-8-0, 11=Mechanical Max Horz 1=282(LC 5) Max Uplift 1=-707(LC 8), 11=-838(LC 8) Max Grav 1=1523(LC 1), 11=1486(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1942/879, 2-3=-1205/529, 5-10=-772/1418, 4-10=-772/1418 BOT CHORD 1-9=-910/1569, 7-9=-326/697, 2-9=-223/336, 6-7=-436/779, 5-6=-594/1058 WEBS 2-6=-177/328, 3-6=-546/1022, 3-5=-1320/775, 4-11=-1496/843 NOTES-(12) 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) 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 707 lb uplift at joint 1 and 838 lb uplift at joint 11. 8) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 6-0-0 oc max. starting at 1-6-12 from the left end to 7-6-12 to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 3-6-12 from the left end to 5-6-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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." LOAD CASE(S) Standard Continued on page 2 July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss MGR Truss Type Jack-Closed Girder Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754246 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:33 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-Lc2s?r1xyeZymJ1oMnEoCdX6b9Sbw1ZLsi4XpfyvvuO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74, 1-9=-20, 7-8=-20, 5-7=-20 Concentrated Loads (lb) Vert: 12=-554(F) 13=-554(F) 14=-554(F) 15=-554(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 2789481_STAWSKI_RES Truss MT Truss Type Jack-Closed Qty 8 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754247 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:34 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-qocFDB1ajxhpOTc_wUl1kq3IQYrBfbrV5Mp5L5yvvuN Scale = 1:30.6 1 2 3 4 5 6 2x4 1.5x8 STP 5x6 2x4 4x6 -1-6-0 1-6-0 6-0-0 6-0-0 9-0-0 3-0-0 0-4-34-10-33-1-51-8-133-2-11-8-26.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [5:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.62 0.65 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.34 -0.01 (loc) 2-5 2-5 5 l/defl >635 >305 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. REACTIONS. (size)2=0-8-0, 5=Mechanical Max Horz 2=311(LC 9) Max Uplift 2=-354(LC 12), 5=-207(LC 9) Max Grav 2=574(LC 17), 5=465(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-611/470 BOT CHORD 2-5=-859/650 WEBS 3-5=-571/826 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) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 8-10-4 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 354 lb uplift at joint 2 and 207 lb uplift at joint 5. 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754248 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:34 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-qocFDB1ajxhpOTc_wUl1kq3E7YwQfegV5Mp5L5yvvuN Scale = 1:23.2 1 2 3 5 4 6x8 6x8 -2-0-12 2-0-12 0-10-4 0-10-4 3-6-13-11-36.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.89 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.01 0.00 (loc) 3 3 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-10-4, 4=0-10-4 Max Horz 5=227(LC 11) Max Uplift 5=-413(LC 12), 4=-677(LC 11) Max Grav 5=795(LC 18), 4=122(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-235/452 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 413 lb uplift at joint 5 and 677 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." (3)- 0.131x3.5" TOENAILS July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT1 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754249 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:35 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-I_9dQX2CUFqg0dABUBGGH2cPty9KO5veK0ZetYyvvuM Scale = 1:17.9 1 2 3 5 4 5x6 6x8 -2-0-12 2-0-12 0-10-4 0-10-4 2-6-12-11-36.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.89 0.79 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.01 0.00 (loc) 3 3 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 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-10-4, 4=0-10-4 Max Horz 5=188(LC 9) Max Uplift 5=-509(LC 12), 4=-444(LC 18) Max Grav 5=574(LC 18), 4=143(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-235/452 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 509 lb uplift at joint 5 and 444 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." (3)- 0.131x3.5" TOENAILS July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT2 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754250 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:37 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-ENHNrC4S0s4NFxKZbcJlMThlNmsjs_PxnK2lyQyvvuK Scale = 1:12.7 1 2 3 5 4 4x6 6x8 -2-0-12 2-0-12 0-10-4 0-10-4 1-6-11-11-36.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.89 0.67 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.01 0.00 (loc) 3 3 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-10-4, 4=0-10-4 Max Horz 5=156(LC 9) Max Uplift 5=-690(LC 12), 4=-300(LC 1) Max Grav 5=533(LC 1), 4=313(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-235/452 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 690 lb uplift at joint 5 and 300 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." (3)- 0.131x3.5" TOENAILS July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT3 Truss Type GABLE Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754251 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:38 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-iZrl3Y44nACEt4vl9Kq_vgE6yAMqbRf40_nIUtyvvuJ Scale = 1:7.7 1 2 3 3x4 0-10-4 0-10-4 0-6-100-11-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 4 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 0-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-10-4, 3=0-10-4 Max Horz 1=80(LC 12) Max Uplift 3=-77(LC 12) Max Grav 1=24(LC 1), 3=29(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 77 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT4 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754252 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:39 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-AmP8Gu5iYUK5UEUyj1LDRun5tZe1KuvEEeXs0JyvvuI Scale: 1/2"=1' 1 2 5 3 4 6x8 5x6 -2-0-12 2-0-12 1-2-4 1-2-4 3-6-14-1-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.89 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.05 (loc) 1 1 3 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 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)5=1-2-4, 3=1-2-4, 4=1-2-4 Max Horz 5=226(LC 11) Max Uplift 5=-329(LC 12), 3=-157(LC 18), 4=-301(LC 11) Max Grav 5=572(LC 18), 3=89(LC 13), 4=81(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-362/590 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 329 lb uplift at joint 5, 157 lb uplift at joint 3 and 301 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." (3)- 0.131x3.5" TOENAILS July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT5 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754253 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:39 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-AmP8Gu5iYUK5UEUyj1LDRun5tZb_KuvEEeXs0JyvvuI Scale = 1:18.8 1 2 5 3 4 3x6 5x6 -2-0-12 2-0-12 1-2-4 1-2-4 2-6-13-1-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.89 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.03 (loc) 1 1 3 l/defl n/r n/r n/a L/d 120 90 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 2x6 SP No.2 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)5=1-2-4, 3=1-2-4, 4=1-2-4 Max Horz 5=176(LC 11) Max Uplift 5=-330(LC 12), 3=-139(LC 18), 4=-135(LC 11) Max Grav 5=434(LC 1), 3=86(LC 12), 4=35(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-364/597 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 330 lb uplift at joint 5, 139 lb uplift at joint 3 and 135 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." (3)- 0.131x3.5" TOENAILS July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT6 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754254 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:40 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-eyzWTE6KJnSy6O38GlsS_5JHfz?d3L9NTIGPZlyvvuH Scale = 1:13.6 1 2 5 3 4 3x6 4x6 -2-0-12 2-0-12 1-2-4 1-2-4 1-6-12-1-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.83 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.03 -0.01 (loc) 1 1 3 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 9 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 10-0-0 oc bracing. REACTIONS. (size)5=1-2-4, 3=1-2-4, 4=1-2-4 Max Horz 5=118(LC 11) Max Uplift 5=-345(LC 12), 3=-111(LC 1), 4=-47(LC 18) Max Grav 5=401(LC 1), 3=115(LC 12), 4=12(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-358/656 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 345 lb uplift at joint 5, 111 lb uplift at joint 3 and 47 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." (3)- 0.131x3.5" TOENAILS July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT7 Truss Type GABLE Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754255 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:41 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-68Xuha7z45apkYeKqSNhXJseXNOyooOXiy0y5CyvvuG Scale = 1:8.6 1 2 3 3x4 1-2-4 1-2-4 0-6-101-1-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.01 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: 5 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 1-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-2-4, 2=1-2-4, 3=1-2-4 Max Horz 1=46(LC 12) Max Uplift 1=-13(LC 12), 2=-45(LC 12) Max Grav 1=57(LC 17), 2=55(LC 17), 3=24(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) 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 13 lb uplift at joint 1 and 45 lb uplift at joint 2. 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." (3)- 0.131x3.5" TOENAILS July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT8 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754256 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:42 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-bK5Guw8brPigLiDXOAuw3WOcFndtXFegxclWdeyvvuF Scale = 1:17.5 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 17.0 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=232(LC 17), 3=268(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/181, 2-3=-281/421 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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT9 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754257 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:43 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-3Xee6G8DciqXzsojytP9ckxwWB1EGiuq9GV394yvvuE 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 17.0 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 9) Max Uplift 1=-60(LC 12), 3=-68(LC 9) Max Grav 1=135(LC 17), 3=156(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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT10 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754258 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:36 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-mBj?et3qFZyXdnlN1vnVqF9nAMhf7Y9oYgIBP_yvvuL 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 17.0 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=1-6-0, 2=1-6-0, 3=1-6-0 Max Horz 1=28(LC 12) Max Uplift 1=-14(LC 12), 2=-31(LC 12) Max Grav 1=45(LC 17), 2=41(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." July 21,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2789481_STAWSKI_RES Truss VT11 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2789481_STAWSKI RES Job Reference (optional) T24754259 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 07:15:37 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:dn4dKXr9sl0PZnJDaSBCxWywBu2-ENHNrC4S0s4NFxKZbcJlMThwsm?ps_PxnK2lyQyvvuK Scale = 1:10.1 1 2 3 2x4 2x4 2x4 2-11-0 2-11-0 0-0-41-5-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.08 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 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-10-8, 3=2-10-8 Max Horz 1=82(LC 11) Max Uplift 1=-46(LC 12), 3=-53(LC 9) Max Grav 1=104(LC 17), 3=120(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 46 lb uplift at joint 1 and 53 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." July 21,2021 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