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HomeMy WebLinkAboutTruss1 MiTek® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2866970 - 2265 A SCAR BILK MiTek USA, Inc. Site Information: 16023 Swingll1e��y Ridge Rd Customer Info: Adams Homes Port St Lucie Project Name: 2265 SCAR Model: MMAW 63017 Lot/Block: 34PH3 Subdivision: WATERSTON& 8688 Waterstone Blvd Address: 8688 Waterstone Blvd,. �. City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 54 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5- of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# 1 147878298 A 9/14/21 23 147878320 2 147878299 A2 9/14/21 24 147878321 3 147878300 A4 9/14/21 25 147878322 4 147878301 137 9/14/21 26 147878323 5 147878302 69 9/14/21 27 147878324 6 147878303 1311 9/14/21 28 147878325 7 147878304 B18 9/14/21 29 147878326 8 147878305 B15 9/14/21 30 147878327 9 147878306 B17 9/14/21 31 147878328 10 147878307 B 19 9/14/21 32 147878329 11 147878308 B21 9/14/21 33 147878330 12 147878309 C1 9/14/21 34 147878331 13 147878310 C1 S 9/14/21 35 147878332 14 147878311 C1V 9/14/21 36 147878333 15 147878312 C3 9/14/21 37 147878334 16 147878313 C3S 9/14/21 38 147878335 17 147878314 C3V 9/14/21 39 147878336 18 147878315 C5 9/14/21 40 147878337 19 147878316 C5V 9/14/21 41 147878338 20 147878317 D7 9/14/21 42 147878339 21 147878318 D9 9/14/21 43 147878340 22 147878319 D11 9/14/21 44 147878341 Truss Name Date D13 D15 D17 D19 D21 E3 E5 E7 E7G E7S E7V E22 FG G7 G9 G11 G13 G15 G17 G19 GGE H3 ThW'truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Johnson, Andrew My license renewal date for the state of Florida is February 28, 2023. 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. 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 • 0 8 3 • ?� ST E OF :41�/e Andrew Johnson PE No.84943 MTek USA, Inc. Fl. Ced 6634 16023 Swingley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 Johnson, Andrew 1 of 2 RE: 2866970 - 2265 A 3CAR BLK Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2265 3CAR Model: 2265 3CAR Lot/Block: 34PH3 Subdivision: WATERSTON& 8688 Waterstone Blvd Address: 8688 Waterstone Blvd,. City: Fort Pierce State: FL No. Seal# Truss Name Date 45 147878342 H5 9/14/21 46 147878343 H7 9/14/21 47 147878344 H7V 9/14/21 48 147878345 K01 9/14/21 49 147878346 K02 9/14/21 50 147878347 M 9/14/21 51 147878348 M3 9/14/21 52 147878349 PB 9/14/21 53 147878350 PB1 9/14/21 54 147878351 R2 9/14/21 2of2 Job Truss Truss Type City Ply 2265 A 3CAR BLK 147878298 2866970 A PIGGYBACK BASE TRUSS 5 1 Job Reference (optional) euuders rusiauurceyPlani City, FL), Plant City, ru - 33567, 8.430 s Aug i e 2021 Mi I ek Industries, Inc. Mon Sep 13 14:3r:41 2021 rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-?G70ogiOFhBNDM6unkOBNpGQ7SOgRa?Xi DdKNoyeOLu r Q 8-11-0 12-11-12 , 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 q4-0-p 1 4- 5-4-0 3-7-0 4-0-12 8-0-4 4.8.0 5.5-13 5-0-13 6.4-13 1.4-9 Scale = 1:83.6 5x6 = 5x6 = 628 7 29 5x6 27 30 5x6 8 6.00 FIT 5 2x4 2x4 11 9 3x4 i 4 ST1.5x8 STP = 3 31 ST1.5x8 STP = 10 Iv 26 175x8 11 11 o O 1 2 16 3315 34 14 35 13 36 12 N O 32 19 3x4 = 4x6 = 3x8 3x6 = 3x4 = 3x6 = 8-11-019 18 3x6 = 2x4 II 6x = 5-4-0 8-9-8 8-11-0 15-3-13 25-8-0 33-7-0 42-7-8 5-4-0 3.5.8 0- -8 6-4-13 10-4-3 7-11-0 9-0-8 Plate Offsets (X,Y)--[5:0-3-0,0-3-01,[6:0-3-8,0-2-41,[7:0-3-0 0-2-01 [8:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.40 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.64 14-16 >639 180 BCLL 0.0 Rep Stress Mor YES WB 0.93 Horc(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 238lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.1 'Except' 2-0-0 oc purlins (4-8-2 max.): 6-7. 2-18: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-0 Max Horz 2=376(LC 11) Max Uplift 2=-442(LC 12), 10=-671(LC 12), 18— 840(LC 12) Max Grav 2=394(LC 23), 10=1586(LC 18), 18=1887(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4221708, 3-4=-311/347, 4-5=-272/333, 5-6=-1592/918, 6-7=-1528/926, 7-8=-1738/946, 8-9=-2542/1177, 9-10=-2728/1230 BOT CHORD 2-19=-614/300, 18-19— 614/300, 16-17=-451/1315, 14-16=-370/1390, 12-14=-714/1922, 10-12=-964/2387 . WEBS 5-17=-1989/734, 5-16=0/420, 6-14=-61/481, 7-14=-191/530, 8-14=-744/453, 8-12=-148/627, 9-12=-349/299, 17-18=-1674/631, 3-18=-409/813, 3-19=-477/207 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44.0-0 zone; porch left expVed;C-C for members and forces & MW FRS 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) - Thi"s truss has been designed for a live load of 20.Opsf on the bottom chord in 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=442, 10=671, 18=840. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Andress Johasoza PE' o. 84943 MIIek USA, Inc. FL Ced 6634 16023 Slstogley Ridge Road, Chesterfield, 310 63017 Dale: September 14,2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A 3CAR ELK 147878299 2866970 A2 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) Builders FirstSource4Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:37:43 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-xfFmDWjGnJR4SgFGu9QfSEL12Gh- vVUgVX6RRhyeOLs e -4-q 7-2-4 12-11-12 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 �14-08 1-4-0 7-2-4 5-9-8 B-0-4 4-8-0 5-5-13 5-0-13 6-4-13 1-4.8 Scale = 1:80.7 5x6 = 6.00 12 5x6 = 528 6 29 co Vl O 3x6 = 3x6 11 B-3-5 10-2-7 ux6 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.34 17-20 >241 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.29 17-20 >289 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 230lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.1 'Except' 2-0-0 oc purlins (4-5-13 max.): 5-6. 2-17: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16, 5-13 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-4-0, 17=0-3-8 Max Horz 2=376(LC 11) Max Uplift 2=-338(LC 12), 9=-701(LC 12), 17=-842(LC 12) Max Grav 2=306(LC 23), 9=1670(LC 18), 17=1919(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/379, 3-4=-273/292, 4-5=-1987/1025, 5-6=-1629/964, 6-7=-1852/992, 7-8=72562/1177, 8-9=-2730/1220 BOT CHORD 15-16=-610/1856, 13-15= 424/1590, 11-13=-735/1983, 9-11=-941/2361 WEBS 4-16=-2270/776, 4-15=-82/274, 5-15=-127/490, 5-13=-86/372, 6-13=-217/607, 7-13=-694/432, 7-11= 100/525, 8-11=-269/258, 16-17=-1885/899, 3-16=-420/475 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2R) 21-0,0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; 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 fora -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.Opsf on the bottom chord in 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=338, 9=701, 17=842. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AndrewJohnsoa PE \o.84943 9LT& USA, lac PL Ced 6634 16023 SRbeey Ridge Road, Chesterfield, A10 63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite'203 Waldorf, MD 20601 Chesterfield; MO 63017 Job Truss Truss Type Qty - Ply 2265 A 3CAR BLK 147878300 2866970 A4 PIGGYBACK BASE TRUSS 1 1 - Job Reference (optional) Builders FirstSource pPlant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:37:44 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-Prp9QskuYcZx4ggTStxu?Ruywf?Oeym—kAs—z7yeOLr -1-4-0 6-3-0 12-10-0 21.0-0 25-8-0 28-10-0 36-1-8 42-3-8 ,.4-0.0 0 6.3-0 6-7-0 8-2-0 4.8.0 3.2-0 7 6-2-0 1-8-8 5x6 = 6.00 rl2 5x6 = 530 6 31 21 " 3x8 2x4 11 13 12 11 - = 3x6 = 3x6 I I 2x4 11 2x4 = 6xB = 2x4 11 6-0-0 0-3-0 6-7-0 B-2-0 Scale = 1:81.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.19 21-27 >371 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.38 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 275 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (4-5-15 max.): 5-6. 7-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 2-2-0 oc bracing: 14-15 6-0-0 oc bracing: 7-15 WEBS 1 Row at midpt 4-16, 6-16 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size) 2=0-8-0, 21=0-3-0, 11=0-3-8 Max Horz 2=486(LC 11) Max Uplift 2= 355(LC 12), 21=-766(LC 12), 11=-739(LC 12) Max Grav 2=279(LC 18), 21=1930(LC 17), 11=1674(LC 18) FORCES. (lb) - Max. Comp./Max. Ten: - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/431, 3-4= 2186/1041, 4-5=-1828/986, 5-6=-1569/980, 6-7= 2216/1257, 7-8=-2207/1080, 8-9=-2821/1244, 9-11=-1560/923 BOT CHORD 16-18=-745/2138, 15-16=-472/1639, 14-15=-985/2439, 7-15=-351/385 WEBS 3-18=-753/2147, 4-16=-490/317, 5-16=-90/545, 6-15=-457/986, 8-15=-679/385, 9-14=-967/2331, 19-21=-1894/920, 3-19=-1801/949 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=151t; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2R) 21-OkO to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; end vertical 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.Opsf on the bottom chord in 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=355, 21=766, 11=739. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE\o.84943 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3LTekUSA, Inc. FLCert6634 16023 Swhgley Ridge Road, Chester0eld, 6f0 63017 Date: -September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. 'Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A SCAR BLK 147878301 2866970 B7 HIP TRUSS 1 2 Job Reference o tional ouuuers rubtovurce Arrant t.ny, rt-/, rlant silty, rL - 0o001, 21.4dU S HUg 1 b XUzl MI I eK InUUStnes, Inc. Mon Sep id 14:Jr:bb zuzl rage 1 I D:6gD IOH2OVeg1 Nki sxoNemzyuU LB-39XhxzuQj 14EW glm9O9iUzOz8V51 SO61 U2mdORye0Lf q 72010 163-5-66 19-150-612 24-2 32-9-8 363-2512 39101-11 31 42-177 46-.11 "80-0 6 5-6 -9 - I r = 5x8 = 2x4 II 5x6 = 4x6 = 6.00 12 5x6 5x8 = 2x4 4 27 28 5 2930 31 32 336 34 35 36 737 38 39 40 41 842 43 44 9 6 Scale=1:87.8 2x4 = 0 0 o m 11 121v N 6 20 45 46 19 19 48 49 17 5051 52 53 5416 55 56 57 15 bX IL — 4x6 = 3x8 = 4x8 = 5x8 = 4x6 = 3x6 II 4x6 2x4 11 4x6 = 3.50112 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.72 BC 0.98 WB 0.84 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.29 17-19 >999 240 -0.44 17-19 >914 180 0.10 15 n/a n/a PLATES GRIP MT20 244/190 Weight: 470 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc puffins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-3-0, 11=0-8-0 Max Horz 2=-154(LC 6) Max Uplift 2=-1001(LC 8), 15=-1453(LC 8), 11=-403(LC 8) Max Grav 2=2307(LC 1), 15=3691(LC 1), 11=814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4560/1833, 3-4=-4415/1765, 4-5=-3994/1646, 5-6=-5495/2330, 6-7=-5518/2348, 7-8=-3760/1653, 8-9=-144/468, 9-10=-2146/684, 10-11=-2329/872 BOT CHORD 2-20=-1510/4029, 19-20=-2097/5559, 17-19= 2097/5559, 16-17= 1447/3826, 14-15=-3466/1410, 8-14=-2638/1271, 13-14=-456/2266, 11-13=-678/2220 WEBS 3-20=-261/140, 4-20= 419/1479, 5-20— 1797/797, 5-19=0/462, 6-17=-642/503, -7-17=-752/1933, 7-16=-1606/914, 8-16=-1691/4400, 9-13= 98/1132, 10-13=-463/219, 9-14=-2804/772 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "&') 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 0-8-0 Do. Wetiks connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl.,-GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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.Opsf on the bottom chord in 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) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Andrew Johnson PENo. 84943 capacity of bearing surface. NflTekUSA, Inc. PLCert6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 160t3S1rmgley-Ridge Road, Chesterfield,3f063017 2=1001, 15=1453, 11=403. Date: - September 14,2021 Continued on page 2 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not. a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BC51 Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply 2265 A SCAR BLK 147878301 2866970 B7 HIP TRUSS 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:37:56 2021 Page 2 ID:6gDIOH2OVeg1 Nk1 sxoNemzyuULB-39XhxzuOjl4EW gim9O9iUzOz8V51SO61U2mdORyeOLf NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 100 lb up at 7-0-0, 87 lb down and 108 lb up at 9-0-12, 87 lb down and 108 lb up at 11-0-12, 87 lb down and 108 lb up at 13-0-12, 87 lb down and 108 lb up at 15-0-12, 87 lb down and-108 lb up at 17-0-12, 87 lb down and 108 lb up at 19-0-12, 87 lb down and 108 lb up at 21-0-12, 87 lb down and 108 lb up at 23-0-12, 87 lb down and 108 lb up at 23-7-4, 87 lb down and 108 lb up at 25-7-4, 87 lb down and 108 lb up at 27-7-4, 87 lb down and 108 lb up at 29-7-4, 87 lb down and 108 lb up at 31-7-4, 115 lb down and 118 lb up at 35-7-4, and 115 lb down and 118 lb up at 37-7-4, and 179 lb down and 198 lb up at 39-8-0 on top chord, and 364 lb down and 85 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 23-0-12, 65 lb down at 23-7-4, 65 lb down at 25-7-4, 65 lb down at 27-7-4, 65 lb down at 29-7-4, 65 lb down at 31-7-4, 121 lb down and 113 lb up at 33-7-8, 83 lb down at 35-7-4, and 83 lb down at 37-7-4, and 424 lb down and 72 lb up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 15-21=-20, 13-14= 20, 13-24=-20 Concentrated Loads (lb) Vert:4=-125(F) 15=-121(F) 20=-364(F) 9- 179(F) 27= 87(F) 28=-87(F) 29- 87(F) 30=-87(F) 31=-87(F) 33=-87(F) 34m-87(F) 35= 87(F) 36- 87(F) 37=-87(F) 38= 87(F) 40=-87(F) 41= 87(F) 43- 115(F) 44=-115(F) 45=-40(F) 46=-40(F) 47= 40(F) 48=-40(F) 49=-40(F) 50=-40(F) 51= 40(F) 52= 40(F) 53=-40(F) 54=-40(F) 55=-40(F) 56=-40(F) 57=-40(F) 58=-61(F) 59=-61(F) 60=-424(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' " D'esign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A 3CAR BLK 147878302 2866970 B9 HIP TRUSS 1 1 Job Reference (optional) aulaers mrsiouurce p-iant Lny, rL/, rlani ury, rL - 00001, 11-4% 4-9-4 9-0-0 17-3.1 4 0 4-9-4 4-2-12 8-3-1 t5.4J1J S Aug I b ZUZI MI I eK Inausines, Inc. mon Sep I J I4:Jr:b/ zuzi rage 1 Veal NklsxoNemzvuULB-XL539Ju2UcC57aKzi5axOBwBFvT-7BaUuiiVAxtveOLe B-3-1 8-3-2 ' 3-10-12 ' 4-3-7 4-8-9 5x6 = 6.00 12 5x8 = 5x6 = 3x4 = 5x6 = 4 P7 28 5 29 6 30 731 8 2x4 3 ST1.5x8 STP = 26 1 2 vi 6 Scale = 1:87.8 2x4 = 9 32 ST7.5x8 STP = o 33 0 10 0 11r� N 0 19 18 17 16 15 14 4x6 = 3x8 = 3x8 = 3x8 = 3x6 = 6x8 = 3.50112 4x6 2x4 11 9.0-0 17-3.1 25.6-2 33-9-4 39-1-11 46-8-0 9.0.0 8-3-1 8.3-1 6.3-2 S-4.7 7-6-5 Plate Offsets (X,Y)-- [4:0-3-0,0-2-01, [5:0-4-0,0-3-01; [6:0-3-0,0-3-41, [8:0-3-0,0-2-01, [10:0-1-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.22 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.33 15-17 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight:235lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 7-14: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 14=0-3-0 Max Horz 2=191(LC 11) Max Uplift 2=-664(LC 12), 10=-335(LC 12), 14=-748(LC 12) Max Grav 2=1297(LC 21), 10=525(LC 18), 14=1808(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2311/1279, 3-4=-2067/1121, 4-5=-1824/1080, 5-6=-1646/1028, 8-9= 746/383, 9-10— 1215/771 , BOT CHORD 2-19— 1003/2041, 17-19=-1029/2306, 15-17=-1029/2306, 14-15=-696/1629, 13-14=-761/437, 7-13=-370/325, 12-13=-42/324, 10-12=-612/1090 WEBS 3-19=-316/297, 4-19=-182/600, 5-19=-650/315, 5-17=0/313, 5-15=-761/378, 6-15=-83/609, 6-14=-1973/927, 8-13=-629/298, 8-12=-128/533, 9-12=-457/473 Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 5-19, 5-15, 6-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8.0 to 9-0-0, Extedor(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 37-8-0, Exterior(2R) 37-8-0 to 41-10-15, Interior(1) 41-10-15 to 48-0-0 zone;C-C for members and fords & MW FRS 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.Opsf on the bottom chord in 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) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=664, 10=335, 14=748. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andretr,fohason PE No.84943 1111ek USA, Inc. EL Ced 6634 16023 Slviogley Ridge Road, Chester6eld,11063017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 'Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not '• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A 3CAR BLK 147878303 2866970 B11 HIP TRUSS 1 1 - Job Reference (optional) [Sunders rlrsu3ource (riant L'Ily, r-L), rlanl 411y, rL - JJoo/, 0.43u s Aug i o zue i MI I eK Inausrrles, Inc. rvion aep 73 14:a/:4o zuzl rage I - ID:6gDIOH2OVeglNOsxoNemzyuULB-u2NXdClWJwhoh_PfoaS7XfR9h3NJNNB7ygbXWZyeOLq 42-8-5 1-4- 5-9-4 11-0-0 18.3-3 25-6-5 33-9-4 35.8-0 39-1-11 0-10- 46-8-0 -4-05-2-12 7-3-3 7-3-3 8-2-15 -10-1 3-5-11 1-8-13 1-9-12 3-11-11 Scale = 1:87.5 5x8 = 2x4 I I 5x8 = 3x4 II 5x6 = 6.00 12 4 28 29 30 5 6 31 32 7 8 3x6 27 3 ST1.5x8 STP = 26 vi 1 2 6 19 4x6 = 2x4 II 18 If 3x6 = 4x8 = 16 3x8 = 33 2x4 9 ST1.5x8 STP = o -7 34 12 O 4x6 = 11 10 ra 0 N 2J 0-12 d 13 6x8 = 4x6 zz- 3.50112 5-9-4 it-0-0 18-3-3 25-6-5 33-9-4 35-8-0 39-1-11 46-8-0 5-9.4 5-2-12 7-3-3 7.3.3 8-2-15 -10-1 3.5-11 7-6-5 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [6:0-2-12,0-3-4], [8:0-3-0,0-2-7], [10:0-1-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.19 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.33 16-18 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 245lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=223(LC 11) Max Uplift 10=-225(LC 12), 2= 662(LC 12), 13=-761(LC 12) Max Grav 10=552(LC 18), 2=1528(LC 17), 13=2024(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2729/1217, 3-4=-2215/1065, 4-5=-2138/1139, 5-6=-2138/1139, 8-9=-1013/494, 9-10=-1390/748 BOT CHORD 2-19=-1006/2544, 18-19— 1006/2544, 16-18=-707/2041, 14-16=-557/1601, 13-14=-559/1592, 12-13=820/455, 7-12=-369/313, 10-11=-615/1269 WEBS 3-18=-590/343, 4-18=-89/540, 4-16=-152/379, 5-16=-420/375, 6-16=-324/769, 6-14=0/421, 6-13=-2025/809, 8-12=-498/237, 9-11=-428/428, 8-11=-350/1016 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 35-7-9, Exterior(2R) 35-7-9 to 39-10-8, Interior(1) 39-10-8 to 46-8-0 zone;C-C for members ancLforces & MW FRS 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.Opsf on the bottom chord in 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.Opsf. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=22512=662,13=761. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AadfewJohnsoo PE \o.84943 66Tek USA, lac. FL Ceft 6634 16023 Swingtey Ridge Road, Chesterfield,110 63017 Date: September 14,2021- A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A 3CAR BLK 147878304 2866970 B13 Hip 1 1 Job Reference (optional) ouuuers nrstoource triant uny, ry, riant uny, ru-:JJ00r, 0.4au s Aug I ZUZI mi IeK mcusmes, inc. mon oep 1a t4srvr zurt rage 1 ID:6gDIOH2OVeg1 NkisxoNemzyuULB-gQUH2unngXyWxHZ27?Vbc4WVDt5lrLcQQ84eaSyeOLo i-4-0 6-9-4 13.0.0 19.11-4 26-8-12 33-8-0 39-1-11 46-8.0 4- 6.9-4 6-2-12 6.11-4 6-9-8 6-11-4 5.5-11 7-6-5 6.00 12 5x8 = 427 5x6 = 3x8 = 28 29 5 6 3031 32 7 6x8 STP = 9 18 11 16 15 °O 14 13 tZ 46 = 2x4 II 4x8 = 3x6 = 5x8 = 3x6 = 3x6 II 46 3.50112 Scale = 1:89.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.48 BC 0.68 WB 0.73 Matrix -AS DEFL. in (loc) I/dell Ud Vert(LL) -0.15 15-16 >999 240 Vert(CT) -0.25 15-16 >999 180 Horz(CT) 0.07 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied. Except: 7-13: 2x6 SP No.2 4-11-0 oc bracing: 11-13 WEBS 2x4 SP No.3 WEBS 1 Row at micipt 4-15, 6-11 REACTIONS. (size) 9=0-8-0, 2=0-8-0, 13=0-3-8 Max Horz 2=260(LC 11) Max Uplift 9=-145(LC 12), 2=-627(LC 12), 13=-873(LC 12) Max Grav 9=361(LC 18), 2=1460(LC 17), 13=2307(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2522/1108, 3-4=-1876/925, 4-5=-1529/881, 5-6=-1529/881, 6-7= 145/716, 7-8= 450/410, 8-9=-324/222 BOT CHORD 2-18=-894/2381, 16-18=-895/2375, 15-16=-534/1741, 14-15=-218/906, 11-13=-2181/1043I 7-11=-943/566, 10-11— 766/520, 9-1 0=-1 88/281 WEBS 3-18=0/269, 3-16=-739/415, 4-16=-119/618, 5-15=-392/350, 6-15=-412/993, 11 -1 4=-259/934, 6-11 =-1 823/855, 7-10=-707/1336, 8-10=-492/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 33-8-0, Exterior(2R) 33-8-0 to 37-10-15, Interior(1) 37-10-15 to 46-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) The,Fabrication Tolerance at joint 7 = 4 6) This truss has been designed for it 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.Opsf on the bottom chord in 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 = I O.Opsf. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=145, 2=627, 13=873. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Andrew Johnson PE No.84943 sheetrock be applied directly to the bottom chord. WTekUSA, Inv. FLCed6634 16023 SMDgley Ridge Road, Chester6eld,110 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not'• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply 2265 A 3CAR BILK 147878305 2866970 B15 HIP TRUSS 1 1 Job Reference (optional) ouuueiS rua,ovuico \r-Ia1a .'Ly, FL), F1am "LY, rL - DoQui, 0.430 ts Aug 16 2021 MI I ek Indusirles, inc. Man Sep 13 14:37:48 2021 rage i ID:6gDIOH2OVegl NklsxoNemzyuULB-Ic2fGEnPbr4NYR8EhiOg9H3ekHMyanYzeogB6uyeOLn 1-4-q 5-2-12 8-8-8 15-0-0 23-4-0 31.8-0 35-2-9 41-5.0 1-4-0 5-2-12 3.5-12 6-3-8 8-4-0 8.4-0 3.6-9 6-2-B Scale = 1:78.4 6.00 12 5x8 5x8 = 5x8 = 5 29 6 30 31 32 - 7 2x4 5x6 i 8 33 28 4x4 4 3x4 9 4x4 3 10 r ST1.5x8 STP = I� _ 27 8-1 0 13x4 o I co 1 2 = 15 35 14 13 `a 12 3611 I N 111 4x4 = 3x8 = i 34 17 3x6 = 3x6 = 3x4 = 4x12 II 8-11-q9 1B 3x6 = 2x4 II 6x8 = 5-2-12 8-8-8 8-1i 0 15-0-0 23.4.0 31-8-0 41-5.0 5-2-12 1 3-5-12 0-7-8 6-1-0 8-4-0 8-4.0 9-9-0 Plate Offsets (X,Y)-- [4:0-3-0,0-3-01, [5:0-6-0,0-2-81 [6:0-4-0,0-3-0], [7:0-6-0 0-2-8], [10:0-7-12 Edge] [18:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL - 1.25 TC 0.62 Vert(LL) -0.18 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.31 13-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 223 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 4-18: 2x4 SP No.3 4-2-0 oc bracing: 16-18 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 3-6-10 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 18=0-3-0 Max Horz 2=249(LC 11) Max Uplift 10=541(LC 12), 2=-388(LC 12), 18=-879(LC 12) Max Grav 10=1425(LC 18), 2=367(LC 23), 18=1804(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-310/602, 4-5=-1488/759, 5-6=-2072/1114, 6-7=-2072/1114, 7-8=-2013/992, 8-10=-2120/1037 BOT CHORD . 2-19=-597/252, 18-19=-597/252, 16-18=-1613/709, 4-16=-1514/737, 13-15=-458/1315, 11 -1 3=-656/1747, 10-11= 794/1814 WEBS 4-15=-494/1445, 5-15=-281/270, 5-13=-439/988, 6-13=-510/450, 7-13=-201/460, 7-11=-28/411,3-18=-397/762,3-19= 475/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-9-0 to 19-2-15, Interior(1) 19-2-15 to 31-8-0, Exterior(2R) 31-8-0 to 35-10-15, Interjor(1) 35-10-15 to 41-5-0 zone; porch left exposed;C-C for members and forces & MW FRS 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.Opsf on the bottom chord in 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.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 10=54112=388, 18=879. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AadreRJohasoaPE\o.84943 ,1fiiekUSA, Inc FL Cert6634 16023 Wagley Ridge Road, Chesterfield MO 63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i�niTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878306 2866970 B17 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:37:49 2021 Page 1 I D:6gDIOH2OVeg1 Nki sxoNemzyuULB-mpc2Tao1 M9CEAbjQFQX3i Vbowgm7JGJjtSZlfLyeOLm •11-4-0 5-2-12 8-11-0 17-0-0 23-4-0 29-8-0 36-1-2 41-5-0 1-4-0 5-2-12 3-8-5 8-1.0 6-4.0 6-4-0 6-5-2 5.3-14 3x6 = 2x4 II 6x8 = 6.00 F12 5x8 = 2x4 II 5x8 = 5 25 6 2627 28 7 8-1-0 3x6 = Scale = 1:80.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CS1. TC 0.59 BC 0.72 WB 0.65 Matrix -AS DEFL. in (loc) I/deft Ud Vert(ILL) -0.18 15-16 >999 240 Vert(CT) -0.38 15-16 >999 180 Horz(CT) 0.04 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=Mechanical Max Horz 2=285(LC 11) Max Uplift 2=-371(LC 12), 18=-898(LC 12), 10=-534(LC 12) Max Grav 2=377(LC 23), 18=1811(LC 17), 10=1430(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/552, 3-4=-228/254, 4-5=-1579/771, 5-6=-1729/970, 6-7=-1729/970, 7-8=-1899/936, 8-9=-2206/980, 9-1 0=-1 337/656 BOT CHORD 2-19=-545/261, 18-19=545/261, 14-15= 442/1385, 12-14=-576/1590, 11-12= 807/1915, 10-11=-140/262 WEBS 4-15=-445/1374, 5-14=-273/604, 6-14=-373/309, 7-14=-76/272, 7-12=-41/444, 8-12=-376/26019-11=-706/1670,16-18=-1651/771,4-16=-1534/812,3-18=-345/704, 3-19= 482/206 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-8-0, Exterior(2R) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 41-3-4 zone; porch left exposed;C-C for members and forces & MW FRS 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.Opsf on the bottom chord in 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.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=371, 18=898, 10=534. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE No. 84943 \DTek USA, Inc. FL Cert 6634 16023 Swiogley Ridge Road, Chesterfield, h10 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 / Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878307 2866970 B19 HIP TRUSS 1 1- Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:37:51 2021 Page 1 ID:6gDIOH20Veg1NklsxoNemzyuULB-iBkouFgHumSyPvtpMrZXnwh5kUR4nAxOLm2sjDyeOLk •r1-4-Q 5-2-12 B-10-4 8-'1:-O 12-11-12 19-0-0 27-8.0 34-4-12 41-5-0 1-4-0 5-2-12 3-7-8 0-0-12 4-0-12 6-0-4 8-8-0 6-8-12 7.0-4 .41 6 6.00 12 3x6 = 2x4 11 6x8 = 5x6 = 5x6 24 25 7 8-11-0 i 5-2-12 8-9-8 8-1iA-4 19-0-0 27-8-0 34-4-12 41-5-0 5-2.12 3-6-13 0- 12 10-1-0 8-8-0 6-8-12 - - 7-0-4 Scale = 1:80.2 Plate Offsets (X,Y)--[4:0-3-0,0-3-0],[6:0-3-8,0-2-4],[7:0-3-0,0-2-7],[9:Edge,0-1-12][10:0-4-8,0-0-0],[12:0-2-12,0-3-4] [17:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.31 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.62 14-15 >628 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 232 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. 13-15: 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 6-12 WEBS 2x4 SP No.3 `Except` 6-12: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 17=0-3-0, 10=Mechanical Max Horz 2=322(LC 11) Max Uplift 2= 393(LC 12), 17=-870(LC 12), 10=-540(LC 12) Max Grav 2=392(LC 23), 17=1797(LC 17), 10=1423(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/613, 3-4=-258/274, 5-6=-1557/831, 6-7=-1529/920, 7-8=-1754/929, 8-9= 2196/1000, 9-10=-1299/680 BOT CHORD 2-18= 617/299, 17-18=-617/299, 14-15=-484/1132, 12-14=-441/1408, 11-12=-791/1883, 10-11— 221/426 WEBS 5-15=-1692l751, 5-14=0/448, 6-14=0/314, 6-12= 126/280, 7-12=-19/396, 8-12= 527/323, 9-11=-609/1465, 15-17=-1588/677, 3-17=-398/798, 3-18= 474/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-@-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Exterior(2R) 27-8-0 to 31-10-15, Interior(1) 31-10-15 to 41-3-4 zone; 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.Opsf on the bottom chord in 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.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=393, 17=870, 10=540. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE A. 84943 3hTek USA, Inc. FL Ced 6634 16023 Sninglep Ridge Road, Chesteraeid, MO 63017 Date: September 14,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSDTPI1 Quality Criteria, DSB-B9 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878308 2866970 B21 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (*Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:37:52 2021 Page 1 I D:6gDIOH2OVeg1 Nk1 sxoNemzyuULB-BOIA5bgvf3ap12R?wY4mJ7D I IulaW ZM9ZQoPFfyeOLj T1-4-ej 5-2-12 8-170-4 8-1"1.012-11-12 21-0-0 25-8-0 31-1-13 36-2-11 , 42-7-8 4-0 5-2-12 0- -12 4-0-12 8.0-4 4-8-0 5-5-13 5-0-13 6-4-13 6.00 12 3x6 = 2x4 II 6x8 = 3x6 = 5x6 = 5x6 = 628 729 Scale = 1:80.9 5-2-12 8.10-4 8-11-0 17-6-9 25-8-0 33-7-0 42-7-8 5-2-12 3-7-8 0- •12 8-7-9 8-1.7 7-11-0 9-0-8 Plate Offsets_(X,Y)--[5:0-2-12,0-3-41,[6:0-3-8,0-2-41,[7:0-3-0,0-2-01,[9:0-3-0,0-3-01,[18:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.23 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.47 15-16 >865 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 236lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-15 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-0 Max Horz 2=371(LC 11) Max Uplift 2=-412(LC 12), 10=-565(LC 12), 18=-871(LC 12) Max Grav 2=391(LC 23), 10=1511(LC 18), 18=1875(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-416/657, 3-4=-306/328, 4-5=-264/318, 5-6=-1633/883, 6-7=-1506/930, 7-8=-1713/953, 8-9=-2552/1190, 9-10=-2741/1251 BOT CHORD 2-19=-619/299, 18-19=-619/299, 15-16=-517/1257, 13-15=-413/1390, 11-13=-745/1914, 10-11=-1007/2405 WEBS 5-16=-1894/821, 5-15=0/405, 6-13=-85/408,.7-13=-195/521, 8-13=-764/451, 8-11=-168/667, 9-11=-358/328, 16-18=-1660/673, 3-18=-405/808, 3-19=-472/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(*) 1-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(*) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(*) 29-10-15 to 42-7-8 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) BuRding 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.Opsf on the bottom chord in 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 = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=412, 10=565, 18=871. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE So. 84943 11i7 ek USA, Inc FL Cert 6634 16013 Swingley Ridge Road, Chesterf eld, MO 63017 Date: September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • " D'esign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must. verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A 3CAR BLK 147878309 2866970 C1 - JACK -OPEN TRUSS 15 1 - Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:37:58 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-?YfRMevgFvKylzv9HpBAZOTRIJOswUi1 yMFjTJyeOLd ° -1-4-0 0-11-4 1-4-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-3(LC 1), 2=-194(LC 12), 4=-15(LC 1) Max Grav 3=21(LC 12), 2=158(LC 1), 4=45(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 o2 d) 6 N 19 0 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15fh B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left 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 jive loads. 4) * This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=194. Andrew Johnson PE No. 84943 1fiTekUSA, Inc FL Cest 6634 16023 Swingley Ridge Road, Chesterfield, MO63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. --Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not° a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing A T fA �Tek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A 3CAR BLK 147878310 2866970 C1S JACK -OPEN TRUSS Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:37:58 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-?YfRMevgFvKylzv9HpBAZOTUHJOOwUi1 yMFjTJyeOLd 0-11-4 0-11-4 N 19 O Scale = 1:6.9 2x4 = ST1.5x8 STP = 0-11-4 0-11-4 Plate Offsets (X,Y)-- [1:0-1-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 3 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical, 2=Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-6(LC 12), 2=-27(LC 12) Max Grav 1=32(LC 1), 3=17(LC 3), 2=27(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. Andrew Johnson PE.No. 84943 MTek USA, Inc FL Ced 6634 16023 %boey Ridge Road, Chesterfield,110 63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the. applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A 3CAR BLK 147878311 2866970 C1V JACK -OPEN TRUSS 2 1 - Job Reference (optional) Builders I-irst5ource (mant City, FL), Plant Gtty, I-L - 33567, 8.430 s Aug 16 2021 Ml I ek Industries, Inc. Mon Sep 13 14:37:59 2021 Page 1 ID:6gDIOH2OVeg1Nk1sxoNemzyuULB-TkDgZ-wIODSpN7ULgWiP6cOc2iM6fxxBAO_H?myeOLc • -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 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=79(LC 12) Max Uplift 3= 4(LC 9), 2= 178(LC 12), 4=-14(LC 1) Max Grav 3=15(LC 12), 2=158(LC 1), 4=35(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer. / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should Verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=1.78. Andrew Johnson PE No. 84943 1hTek USA, be. FL Cent 6634 16023 Snfogley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878312 2866970 C3 JACK -OPEN TRUSS 9 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:37:59 2021 Page 1 ID:ZYc6A0GNbVAfFo43ovpJT9ypvsQ-TkDgZ_wIODSpN7ULgWiP6cOc2iLzfxxBAO_H?myeOLc 1-4.0 2-11-4 1-4.0 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 12) Max Uplift 3=-52(LC 12), 2= 154(LC 12) Max Grav 3=68(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.7 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=154. Andrew Jobasm PE No. 84943 3hTekUSA, Inc. FL Ced 6634 16023 Sisiogley Ridge Road, Chesterfield, = 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ` e " Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878313 2866970 C3S JACK -OPEN TRUSS 1 1 Job Reference o tional owwetb nistouutue trtdnt i.my, rr_/, ndnt Ulty, rt_- oaoor, 2x4 = tm4ou s Hug IU zuzl rvn I eK Inauslfles, Inc. ivion Jep 7J l4:ots:uu zuzl rage i I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-ywnCnKxxmXag?H3YOEDeepYou6flOOBKPgkgYCyeOLb 2-11-4 2-11-4 2-11-4 2-11.4 CKI Scale: 1'=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL.- in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=77(LC 12) Max Uplift 1= 27(LC 12), 2=-65(LC 12), 3=-3(LC 12) Max Grav 1=106(LC 17), 2=76(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Andrea Johnson PENo. 84943 3hTek USA, Inc FI, Cert 6634 16023 Soingley Ridge Road, Chesterfield, h10 63017 Date: September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Duality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878314 2B66970 C3V JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 3x4 Plate Offsets 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:01 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-Q7Ka_gxZXgiXcRekyxltB15yXWOP7rRUeKTN4eyeOLa 2-11-4 2-11-4 N LO IL u2 r` O Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 12) Max Uplift 3=-57(LC 12), 2=-145(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-11-4 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=' 45. Andress Johason PE No. 84943 MiTek USA, Inc. FL Cerf 6634 16013 SwInMey Ridge Road, ChesterDeld, MO 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6/19/2020 BEFORE USE. -" Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A 3CAR BILK 147878315 2866970 C5 JACK -OPEN TRUSS 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:02 2021 Page 1 ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-uJuyCOyB18gOEbCwW fG6j Ee37wHvslhds—Dxc4yeOLZ -1-4-0 4-11-4 1-4-0 4-11-4 N u) N 3x4 = Scale =1:17.6 4-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.06 4-7 >987 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 4-7 >970 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrc(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020fFP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 12) Max Uplift 3=-107(LC 12), 2=-162(LC 12) Max Grav 3=129(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=107, 2=162. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AndrexJohnsoa PE \o.84943 1LTek USA, Inc FL Cert 6634 16023 SMagley Ridge Road, Chesterfield, 510 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. - D'esign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Duality Criteria, DSB-99 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply 2265 A 3CAR BLK 147878316 2866970 C5V JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 3x4 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:03 2021 Page 1 ID:6gDIOH2OVegiNkisxoNemzyuULB-MVSKPMzp3SzFsln63MnLGSADBKcUblxn5eyU8XyeOLY 4-11-4 4-11-4 N L6 N h N Scale = 1:17.6 Plate Offsets (X,Y)-- [2:0-1-13,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.07 4-7 >891 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >930 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 12) Max Uplift 3=-113(LC 12), 2=-155(LC 12) Max Grav 3=131(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extgrior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone;C-C for members and forces & MW FRS 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=t13, 2=155. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AadreivJohasoa PE \o.84943 311TekUSA, Iae. FI. Ced 6634 16023 Safagley Ridge Road, Che5terfield,11063017 Date: September 14,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek9 connectors. This design is based only upon parameters shown, and is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway,.Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A SCAR BLK 147878317 2866970 D7 HALF HIP TRUSS 1 n ADAMS 2265 A 3 CAR G Job Reference (optional) ounuers rusiouurce Irian[ i.ny, rL/, r1-4-Q 7.0-0 1.4-0 7-0-0 6x8 = 6.00 12 3 o') C riarn uIry, rI- - Jc00r, rs.4uu s Aug 1 o zuzi Ivii I eK Inousines, Inc. mon pep 1a 14:;Jts:1 r zun rage 1 ID:6gDIOH2OVeg1 Nk1 sxoNemzyuULB-yCIdL88bmIj GXuspul l dgPlbazl BtwlgJpLEejyeOLN 14-1-12 21-1-12 28-1-12 35-1-12 42-3.8 7-1-12 7-0-0 7-0-0 7-0.0 7-1-12 Scale = 1:75.6 2x4 II 7x8 = 44 = 7x8 = 5x6 = 17 18 19 20 421 22 23 24 5 25 26 27 628 29 30 31 7 32 33 34 35 8 14 36 37 38 13 39 40 41 12 42 43 44 11 45 46 47 10 48 49 50 9 ST1.5x8 STP = 2x4 7x8 = 4x4 = 7x8 = 5x6 = 3x10 11 4x6 = 7-0.0 14-1-12 21-1-12 28-1-12 35.1-12 42-3-8 7-0-0 7-17 -12 7-0-0 7-0-0 7-0-0 7-1-12 Plate Offsets (X,Y)-- [3:0-2-0,0-3-41,[5:0-4-0,0-4-81,[7:0-4-0,0-4-81,[11:0-4-0,0-4-81,[13:0-2-12,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.57 12 >885 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.70 12-13 >723 180 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -MS Weight: 552 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc puffins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-12 oc bracing. WEBS 2x4 SP No.3 `Except* 3-13,5-13,6-12,7-11,8-10: 2x4 SP No.2 REACTIONS. (size) 9=0-3-8, 2=0-8-0 Max Horz 2=239(LC 8) Max Uplift 9=-1769(LC 8), 2=-1602(LC 8) Max Grav 9=3064(LC 1), 2=2909(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5980/3176, 3-4=-8345/4618, 4-5=-8376/4648, 5-6=-9299/5149, 6-7=-8161/4519, 7-8— 5176/2865, 8-9=-2923/1812 BOT CHORD 2-14= 2909/5287, 13-14= 2913/5313, 12-13= 5149/9299, 11-12=-4559/8212, 10-11=-2932/5271 WEBS 3-14=-95/76013-13=-1898/3377, 4-13=-803/770, 5-13=-1021/559, 5-12=-236/432, 6-12=-655/1207, 6-1 1=-1 187/939, 7-11=-1778/3239, 7-10=-2196/1544, 8-10=-3139/5673 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wipd: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) AndretrJohnsonFENo.84943 9=1769, 2=1602. SLTekUSA, Inc. RCent 6634 16033Sa.-ItylidgeRoad,Chesterfield,MO63011 Date: continued on page 2 September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' `Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878317 2866970 D7 HALF HIP TRUSS 1 2 ADAMS 2265 A 3 CAR Job Reference (optional) Buitaers i-irstsource (Pliant City, FL), Fllant City, I=L - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:17 2021 Page 2 ID:6gDIOH2OVeg1 Nki sxoNemzyuULB-yCIdL88bmliGXuspul1 dgPlbazlBtwlgJpLEejyeOLK NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 158 Ito up at 7-0-0, 87 lb down and 164 lb up at 9-0-12, 87 lb down and 164 lb up at 11-0-12, 87 lb down and 164 lb up at 13-0-12; 87 lb down and 164 lb up at 15=0-12, 87 lb down and 164 Ito up at 17-0-12, 87 lb down and 164 lb up at 19-0-12, 87 lb down and 164 lb up at 21-0-12, 87 lb down and 164 lb up at 23-0-12, 87 lb down and 164 lb up at 25-0-12, 87 lb down and 164 lb up at 27-0-12, 87 lb down and 164 lb up at 29-0-12, 87 lb down and 164 lb up at 31-0-12, 87 lb down and 164 lb up at 33-0-12, 87 lb down and 164 lb up at 35-0-12, 87 lb down and 164 lb up at 37-0-12, 87 lb down and 164 Ito up at 39-0-12, and 87 lb down and 164 lb up at 41-0-12, and 142 lb down and 150 lb up at 42-1-12 on top chord, and 346 lb down and 153 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 23-0-12, 65 lb down at 25-0-12, 65 lb down at 27-0-12, 65 lb down at 29-0-12, 65 lb down at 31-0-12, 65 Ib down at 33-0-12, 65 lb down at 35-0-12, 65 lb down at 37-0-12, and 65 Ito down at 39-0-12, and 65 lb down at 41-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 2-9=-20 Concentrated Loads (lb) Vert:3=-138(B) 8=-142(B) 14=-346(B) 5= 87(B) 12=-40(B) 7=-87(B) 10=-40(B) 17=-87(B) 18=-87(8) 20= 87(B) 22=-87(B) 23=-87(B) 24=-87(B) 25=-87(B) 26=-87(B) 27=-87(B) 29=-87(B) 30=-87(B) 31=-87(B) 33=-87(B) 34=-87(B) 35=-87(B) 36=-40(B) 37=-40(B) 38=-40(B) 39=-40(B) 40=-40(B) 41=-40(B) 42- 40(B) 43=-40(B) 44=-40(B) 45=-40(B) 46=-40(B) 47=-40(B) 48=-40(B) 49=-40(B) 50=-40(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A SCAR BLK 147878318 2866970 D9 Half Hip Truss 1 1 Job Reference (optional) ouuue,a nia,auuicc man, vny, 11), riarn -my, r. • aooUr, 6.43U 5 /AUg ID ZUZ 1 IVII I eK Inctusrnes, Inc. ivion aep I o 14:3ts:eu zuei rage i ID:6gDIOH2OVeg1 Nki sxoNemzyuULB-Mm_m_AAU3g6gOMaOZRaKS1 N4jAHG4CIH?nauF2yeOLH rt•4-(� 4-4-9 9-0-0 17-4-12 25-7-12 33-10-12 42-3-8 1-4.0 4-4-9 8.4.12 8-3-0 8-3-0 8-4.12 ST1 c0 2 1 o G 5x6 = 5x8 = 6.00 12 4 21 22 23 5 Scale = 1:75.2 5x6 = 5x8 = 5x6 = 6 24 25 7 26 27 8 2x4 320 5x8 STP — 19 BEI 3x8 = 9-0-0 15 14 13 3x8 = 5x6 = 3x4 = 12 11 4x4 = 3x6 = 10 5x6 = 9 4x6 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.74 BC 0.99 WB 0.99 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.48 12-13 >999 240 -0.71 12-13 >716 180 0.17 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 223lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 8-9, 5-15, 6-13, 8-10 WEBS 2x4 SP No.3 *Except* 5-15,6-13,7-12,8-10: 2x4 SP No.2 REACTIONS. (size) 9=0-3-8, 2=0-8-0 Max Horz 2=297(LC 12) Max Uplift 9=-711(LC 12), 2=-787(LC 12) Max Grav 9=1558(LC 1), 2=1633(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or Jess except when shown. TOP CHORD 2-3=-3051/1567, 3-4=-2812/1407, 4-5=-2502/1346, 5-6= 3582/1846, 6-7=-3504/1753, 7-8=-2361/1175, 8-9=-1479/837 BOT CHORD 2-15=-159612701, 13-15=-1846/3582, 12-13=-1766/3519, 10-12— l l98/2397 WEBS 4-15=-291/882, 5-15=-1318/583, 5-13=0/300, 6-12=-458/411, 7-12=-643/1270, 7-10= 1108/747, 8-10= 1313/2640, 3-15=-308/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=711,2=787. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew,fohasoa PE \o.84943 111TAIJSA, Inc. FL Cert 6634 16023 Seingley Ridge Road, ChesterGeld,110 63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSDTPH Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A 3CAR BLK 147878319 2866970 D11 Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:04 2021 Page 1 I D:6gDIOH2OVegl Nkl sxoNemzyuULB-ghOjdi_Rg156TuMJd4lapfjJLjxwKzfwKli2hzyeOLX 1-4Q 7-7-5 it-0-0 18-11-10 26-7-12 34-3-14 42-3.8 1-4-0 7-7-5 3.4-11 7-11-10 7-8-2 7-8-2 7-11-10 Scale = 1:76.7 5x6 = 3x4 = 5x6 = 3x6 = 3x4 II 6.00 FIT 4 20 21 22 5 623 24 725 26 8 2x4 \\ 193 c9 ST1.5x8 STP = vs 18 co 2 ii 1 0 1.4 13 27 28 12_ 29 11 10 30 31 9 3x6 3x8 — 4x6 = 3x4 = 5x6 WB= 4x4 = 5x8 II 11-0-0 1-5-12 31-9.12 42-3-8 11-0-0 10-5-12 10.4-0 10-5-12 Plate Offsets (X,Y)--[2:0-2-9,0-1-81, [4:0-3-0,0-2-01, [6:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.36 12-14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.63 14-17 >804 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=351(LC 12) Max Uplift 2= 781(LC 12), 9=-718(LC 12) Max Grav 2=1920(LC 17), 9=1795(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3382/1459, 3-4=-3141/1367, 4-5=-2798/1274, 5-6=-3494/1502, 6-7=-2603/1076 BOT CHORD 2-14=-1512/3042, 12-14=-1586/3456,.10-12=-1447/3203, 9-10=-957/2111 WEBS 3-14=-397/356, 4-14= 359/1175, 5-14=-910/398, 6-12= 86/428, 6-10= 880/549, 7-10= 291/1196, 7-9= 2527/1159 PLATES GRIP MT20 244/190 Weight: 221 lb FT = 20 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at micipt 5-14 2 Rows at 1/3 pts 7-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wil6fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s)-9 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=78119=718. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AadresrJohason PE No. 84943 SDTek USA, Inc. FL Cerl 6634 16023 Soingley Ridge Road, Chester0eld, 3f0 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878320 2866970 D13 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:05 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-lua5g2_3b3Dz52xVBnppLtGT77DN3Sk3ZyRbDPyeOLW 1-44 7-7-5 11-2-0 13-0-0 20-11-0 28-10-0 33-8.0 38-1-13 42-3-8 1-4-0 7-7-5 3-6-11 1-10-0 7-11-0 7.11-0 4-10.0 4-5-13 4-1-11 6.00 12 5x6 = 2x4 II 5 26 27 5x6 = 4x6 = 5x8 = 6 28 7 2930 8 Scale = 1:78.2 co � o n to 6 N N 20 19 14 13 12 11 3x6 — 5x6 = 2x4 I I 2x4 11 5x8 = 6x8 = 7-7-5 11-2-0 20-11-0 28-10-0 33-8-0 , 42-3-8 7-7-5 3-6-11 9-9.0 7-11-0 4-10-0 8-7-8 Plate Offsets_(X,Y)-- [3:0-3-0,0-3-0], [5:0-4-0,0-2-8], [6:0-3-0,0-3-4], [8:0-6-0,0-2-8], [15:0-6-8,0-4-12] [16:0-4-0,0-3-4], [17:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.49 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.82 16-17 >614 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.33 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 253lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oc bracing: 17-19, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-11 17-20: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=219(LC 11) Max Uplift 2=-784(LC 12), 11=-689(LC 12) Max Grav 2=1654(LC 1), 11=1579(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3031/1484, 3-4=-4117/2100, 4-5=-4054/2129, 5-6=-3762/1988, 6-7=-3762/1988, 7-8=-3335/1792, 8-9=-1923/1056 BOT CHORD 2-20=-1340/2643, 16-17=-1484/3147, 15-j6=-1557/3376, 7-15_ 617/433, 11-12— 683/1329 WEBS 3-20=-1388/802, 17-20=-1480/3028, 3-17=-439/1117, 5-17=-568/1273, 5-16=-305/870, 6-16=-463/422, 7-16=-225/526, 12-15= 765/1798, 8-15=-1102/2302, 8-12=-953/494, 9-12=-80/529, 9-1 1=-1 853/1007 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 33-8-0, Exterior(2R) 33-8-0 to 38-1-13, Interior(1) 38-1-13 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=784, 11=689. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AndrevrJohnsonPE.No.94943 1Diek USA, Inc. FL Cert 6634 16023 SwIagley Ridge Road, Chesterfield, 31063017 Date: September 14,2021- A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878321 2866970 D15 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:06 2021 Page 1 I D:6gDIOH2OVeg1 Nki sxoNemzyuU LB-m4BT1 O?hMNLgjCW hIUK2u4oguXW Rou7DncB81syeOLV r1-4-q 6-1.0 11-2-0' 15.0-0 22-9-11 28-10-0 31-8-0 36.9-13 42-3-8 1-4.0 6.1-0 5-1-0 3-10-0 7-9-11 2-10-0 5-1-13 5-5.11 Scale=1:78.1 5x6 = 6.00 12 5x6 = 2x4 11 6x8 = 5 26 6 27 728 29 8 I 19 21 20 " 3x4 = 14 13 12 °O °r 11 3x6 — 4x8 = 2x4 II I 3x4 II 4xB = 14-5-8 6x8i= 28-10-0 , 31-8-0 6-1-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020[TP12014 CSI. TC 0.77 BC 0.96 WB 0.93 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud -0.47 15-16 >999 240 -0.83 15-16 >606 180 0.35 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-20,7-13: 2x4 SP No.3, 11-14,15-17: 2x4 SP No.1 6-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 18-20 18-21: 2x4 SP No.2, 10-11: 2x6 SP No.2 WEBS 1 Row at midpt 6-15, 8-12, 9-11 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=255(LC 11) Max Uplift 2= 782(LC 12), 11=-688(LC 12) Max Grav 2=1953(LC 17), 11=1841(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3646/1505, 3-4=-4939/2088, 4-5=-4983/2219, 5-6=-3522/1612, 6-7=-2971/1453, 7-8=-2942/1445, 8-9=-2221/1078, 9-10=-258/112 BOT CHORD 2-21=-1382/3383, 4-18=-247/270, 16-18=-1275/3349, 15-16=-1391/3531, 11-12= 740/1644 WEBS 3-21=-1161/609, 18-21= 1455/3614, 3-18= 369/1110, 5-18=-804/1997, 5-16= 59/579, 6-15=-687/342, 12-15=-807/2489, 8-15=-1002/2507, 8-12= •1465/618, 9-12=-13/486, 9-11=-2039/1019 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Whid: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 31-8-0, Exterior(2R) 31-8-0 to 35-10-15, Interior(1) 35-10-15 to 42-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=782, 11=688. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum AudrerrJohasonPEA.84943 sheetrock be applied directly to the bottom chord. 1LTekUSA, Inc. Ff.Ced6634 16023 Soiagley Ridge Road, Chester6eld,110 63017 Date: September 14,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878322 2866970 D17 Hip Truss 1 1 Job Reference (optional) .�ua,a , a ..— t, .1. .-Ly, �/, rimn vny, i-- aoaor, 5-3-8 . 2-4-0 6.00 12 5x8 = 6 OAJU 5 Hug 10 LUL I IVII I eK mausine5, Inc. NIUn ID:6gDIOH2OVeg1 Nk1 sxoNemzyuULB-jTGDS31 yu_bXyW g4svNVt 23-4-0 28-10-0 29.8,0 35-6-4 5-6-0 0-110'0 5-10.4 2x4 11 6x8 28 7 29 30 31 8 10 14:Jd:Ut5 ZUZI rage 1 r_LCxGpkW FvgFgkyeOLT Scale = 1:78.8 M S �1 0 22 21 11-6-813 12 11 3x6 — 6x8 = 3x4 I I 1�2k4 11 4x12 = 5x6 11 7-7-8 6-4-0 42-3-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DO 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.92 BC 0.95 WB 0.86 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.56 20 >908 240 Vert(CT) -0.91 18-19 >558 180 Horz(CT) 0.40 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 287lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP. CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20,11-14: 2x4 SP No.2, 8-13: 2x4 SP No.3 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 "Except' WEBS 1 Row at midpt 5-18, 6-16 5-19,19-22,3-19: 2x4 SP No.2 REACTIONS. (size) 2mO-8-0, 11=0-3-8 Max Horz 2=293(LC 11) Max Uplift 2=-778(LC 12), 11=-685(LC 12) Max Grav 2=1970(LC 17), 11=1853(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3719/1509, 3-4=-7519/3021, 4-5=-7844/3130, 5-6=-3416/1533, 6-7=-3007/1494, 7-8=-3007/1494, 8-9=-2874/1354, 9-10=-2177/973, 10-11=-1738/843 BOT CHORD 2-22=-1394/3472, 21-22=-206/407, 18-19=-1886/4693, 16-18=-1100/3129, 15-16=-914/2572, 8-15=-95/624 WEBS 5-19=-1156/3484, 5-18=-1800/898, 6-18=-341/1236, 6-16=-157/288, 7-16=-376/330, 8-16=-306/747, 9-12=-1029/601, 10-12=-761/1872, 12-15=-786/1943, 9-15=-172/869, 3-22=-2979/1255, 19-22— 1671/4313, 3-19= 1279/3476 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-8-0, Exterior(2R) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=778, 11=685. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE No.84943 3hTek GSA, Inc. EL Ced 6634 16023 Sufngley Ridge Road, Chesterfield, SIO 63017 Date: September 14,2021- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type ay Ply 2265 A 3CAR BLK 147878323 2866970 D19 HIP TRUSS 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:11 2021 Page 1 ID:6gDIOH2OVeg1 Nkl sxoNemzyuULB-72xM553gBvz6pzOfX2wDb8W cpYD2TBGyxtuvQ3yeOLQ •1-4-0 12-10-0 19-0-0 27-8-0 2 -102- 0 36-1-8 42-3-8 4.0-0 1-4-0 4.0-0 1-7-8 7-2-8 6-2.0 8-8.0 7-3-8 1 Co O 6.00 12 5x6 = 28 5x6 = 2x4 11 7 8 Scale = 1:79.2 22 21 " 15 14 13 12 3x6 — 2x4 II 4x6 = 2x4 11 3x8 = 3x6 11 4-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 17-19: 2x6 SP No.2, 8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-19,7-17: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=-341(LC 10) Max Uplift 2=-781(LC 12), 12=-826(LC 12) Max Grav 2=1945(LC 17), 12=1915(LC 18) CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.43 Vert(LL) 0.42 20 >999 240 MT20 244/190 BC 0.99 Vert(CT) -0.66 20 >768 180 WB 0.81 Horz(CT) 0.31 12 n/a n/a Matrix -AS Weight: 567 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 19-21 10-0-0 oc bracing: 14-16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3660/1506, 3-4=-9486/3696, 4-5=-4410/1880, 5-6= 2982/1399, 6-7=-2627/1335, 7-8=-2696/1412, 8-9=-2758/1311, 9-10=-2079/953, 10-12=-1820/1022 BOT CHORD 2-22=-131513486, 21-22=-1312/3483, 19-21=-915/2613, 4-19=-999/3058, 18-19=-3334/8910, 17-18=-1456/4084, 16-17=-783/2375 WEBS 3-19= 3015/8198, 4-18=-4893/1907, 5-18=-343/1214, 5-17— 1659/774, 6-17= 241/954, 7-17=-133/495, 7-16=-282/876, 9-13=-925/558, 3-21=-3845/1426, 9-16=-1361794, 13-16=-735/1889, 10-13=-740/1844 NOTES- 1) 2-ply truss to be connected together with 1 Od (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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Extefior(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Exterior(2R) 27-8-0 to 31-10-15, Interior(1) 31-10-15 to 44-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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 jive load of 20.Opsf on the bottom chord in 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.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=781, 12=826. Continued on page 2 Andrew Johnson PE No. 84943 1LTek USA, Inc. FL Cad 6634 16013Sl noeyRidge Road, Chesterlield,M063017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not'• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A SCAR BLK 147878323 2866970 D19 HIP TRUSS 1 2 Job Reference (optional) Builders I-IrstSource (I'lant Laty, FL), Nlant uty, I-L - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:11 2021 Page 2 NOTES - I D:6gDIOH2OVeg1 Nkt sxoNemzyuULB-72xM553gBvz6pzOfX2wDb8W cpYD2TBGyxtuvQ3ye0LQ 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " D'esign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Criteria, DSB-69 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply 2265 A 3CAR BLK 147878324 2866970 D21 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:14 2021 Page 1 ID:6gDIOH2OVeg1 Nk1 sxoNemzyuULB-XddUj75jTgLhgR7EDAUwCm84Ol E1 gXBOdr7Z1 OyeOLN • 11-4-0 6-3.0 12-10.0 21.0-0 25-8-0 28-1%0 , 36-1-8 42.3-8 p4-0.0 i-4-0' 6.3.0 6-7-0 8-2-0 4-8-0 3-2-0 7-3-8 6.2-0 1-8.8 Scale = 1:81.5 C0 O 5x6 = 6.00 FIT 5x6 = 530 6 31 21 " 3x8 2x4 II 13 12 11 = - 3x6 = 3x6 I I 2x4 I I 6x8 = , 14-524= , 6-0-0 6-a-0 12-10-0 21-0.0 28-4-0 M 1%0 36-1-8 42-3-8 6-0-0 0-`�-0 6-7-0 8-2.0 7-4.0 0-6-0 7-3-8 6-2-0 Plate Offsets (X,Y)-- [2:0-2-12,0-1-81, [4:0-3-0,0-3-41, [5:0-3-8,0-2-41, [6:0-3-0,0-2-0), [8:0-3-0,0-3-01, [9:0-2-15,0-2-01, [14:0-2-8,0-2-121, [18:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.19 21-27 >372 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.38 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 275 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied. Except: 7-15: 2x4 SP No.3 2-2-0 oc bracing: 14-15 WEBS 2x4 SP No.3 6-0-0 oc bracing: 7-15 WEBS 1 Row at midpt 4-16, 6-16 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size) 2=0-8-0, 21=0-3-0, 11=0-3-8 Max Horz 2=-378(LC 10) Max Uplift 2=-305(LC 12), 21=-821(LC 12), 11=-734(LC 12) Max Grav 2=268(LC 23), 21=1917(LC 17), 11=1670(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-368/396, 3-4=-2190/1025, 4-5=-1830/983, 5-6=-1571/982, 6-7=-2219/1261, 7-8=-2210/1084, 8-9=-2841/1266, 9-11 =-1 569/916 BOT CHORD 16-18=-702/2117, 15-16— 468/1615, 14-15— 1010/2474, 7-15=-352/385 WEBS 3-18=-714/2128, 4-16= 492/315, 5-16=-87/544, 6-15=-466/993, 8-15=-697/401, 9-14=-985/2381, 19-21=-1881/893, 3-19— 1788/922 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0.0, Extedor(2R) 21-0-0 to 25-2-15, Interior(i) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Intedor(1) 29-10-15 to 44-0-0 zone; 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.Opsf on the bottom chord in 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=305, 21=821, 11=734. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE \0.94943 3LTek USA, Inc FL Ced 6634 16023 Slringley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. v Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A SCAR BLK 147878325 2866970 E3 JACK -OPEN TRUSS 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:22 2021 Page 1 ID:6gD IOH2OVeg1 Nki sxoNemzyuULB-196W OsCkbHMYdfkmhrdoXSTXE_9nYLeaT537JwyeOLF -1-4.0 3.0.0 1-4-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL 7.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020lrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=133(LC 12) Max Uplift 3=-63(LC 12), 2= 211(LC 12), 4=-40(LC 9) Max Grav 3=62(LC 17), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.8 DEFL. in (loc) 1/defl Ud PLATES GRIP Vert(LL) 0.02 4-7 >999 240 MT20 244/190 Vert(CT) 0.02 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 12lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; porch left exposed;C-C for members and forces & MW FRS 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=211. AodreirJohmoa PE So.84943 3LTek USA, Inc. FL Cert 6634 16023 Snfagley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 A WARNING -Verify, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878326 2866970 E5 Jack -Open Truss 6 1 Job Reference (optional) builders Firstbource (Wlant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:23 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-mLgucCCMMbU P FpJyEZ814g7eaOSeHoujhloYsMyeOLE • -1-4-0 5-0-0 1-4-0 5-0-0 eo N 3x4 = Scale = 1:17.8 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.06 4-7 >950 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.06 4-7 >937 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=187(LC 12) Max Uplift 3=-109(LC 12), 2=-163(LC 12) Max Grav 3=131(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=109, 2=163. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sh2etrock be applied directly to the bottom chord. Andrew Johnson PE \o. 84943 MTek USA, Inc. FL Cert 6634 16023 Swiogley Ridge Road,.Chester6eld 110 63017 Date: September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A 3CAR BLK 147878327 2866970 E7 JACK -OPEN TRUSS 33 1 Job Reference (optional) Builders FlrstSource (I'lant City, FL), Plant City, FL - 33567, d Plate LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCDL 7.0 Lumber DOL 1.25 BC 0.70 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020frP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-164(LC 12), 2=-178(LC 12) Max Grav 3=192(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:24 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-FYDGpXD_7vcGtzu9oGfGctYlUnjbOFBswPY50pyeOLD 7-0.0 Scale = 1:23.2 co T co DEFL, in (loc) I/dell L/d PLATES GRIP Vert(LL) 0.18 4-7 >458 240 MT20 244/190 Vert(CT) -0.20 4-7 >410 180 Horz(CT) -0.01 3 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=164, 2=178. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum shAetrock be applied directly to the bottom chord. AndrerrJohnson PE \o.84943 MiTek USA, Inc FL Cerf 6634 16023 Snfngley Itidge Road, Chesfer8efd,110 63017 Date: - September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlt Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878328 2866970 E7G MONOPITCH TRUSS 1 1 Job Reference (optional) Builders rrrstaource (Pliant City, FL), Pliant City, rL - 33bb7, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:25 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-jknfltEcuCk7U7TLM_AV95521BB8kbyO93HfwFyeOLC • 4-0-14 7-0-0 4-0-14 2-11-2 IRl 2x4 11 3 3x4 = 3x10 11 6x8 = ST1.5x8 STP = Scale = 1:24.4 4-0-14 7-0-0 4-0-14 2-11-2 Plate Offsets (X,Y)-- [1:0-2-0,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stresslncr NO WB 0.48 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 40lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 cc puffins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=184(LC 8) Max Uplift 1=-323(LC 8), 4— 849(LC 8) Max Grav 1=724(LC 1), 4=1557(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1344/619 BOT CHORD 1-5=-669/1178, 4-5=-669/1178 WEBS 2-5=-611/1247, 2-4=-1448/823 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in 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) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=323, 4=849. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 49 lb up at 2-4-12, and 1039 lb down and 591 lb up at 4-4-12, and 652 lb down and 335 lb up at 6-4-12 on bottom chord. The design/selection ofsuch connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 8— 84(F) 9=-1039(F) 10=-652(F) AndrewJobmsoaPE)'o.84943 3LT& USA, lac FL Cerl 6634 16023 Saiagley Ridge Road, CheslerOeld,110 63017 Dale: September 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED Mn-EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878329 2866970 E7S JACK -OPEN TRUSS 2 1 -- Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2 ST1 3x4 = 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:27 2021 Page 1 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-f7vPSZGtQq_rkRdkTPCzEW AFL?kOCctJcNmm?8yeOLA 7-0-0 7-0.0 7-0-0-0 Scale = 1:23.1 Plate Offsets (X,Y)-- [1:0-1-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.20 3-6 >420 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.20 3-6 >419 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=186(LC 12) Max Uplift 1=-68(LC 12), 2= 170(LC 12) Max Grav 1=257(LC 17), 2=196(LC 17), 3=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone;C-C for members and forces & MW FRS 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 coversrain 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 2=170. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum shtetrock be applied directly to the bottom chord. Andrew Johason PE No. 84943 1hTek USA, Inc FL Ced 6634 16023 SssingleyRldge Road, Chesterf eld,110 63017 We: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - Dbsign valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878330 2866970 E7V JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:28 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-7JTnfvGVA76iMaCwl6kCnjjS9P4mx2ySrl WJXayeOL9 • -1-4.0 4-8-2 7-0-0 1-4-0 4-8-2 2-3-14 2 3x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 7.0 Lumber DOL 1.25 BC 0.75 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 12) Max Uplift 4=-102(LC 12), 2= 171(LC 12), 5=-56(LC 12) Max Grav 4=153(LC 17), 2=336(LC 1), 5=123(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/103 WEBS 3-6=-90/254 Scale = 1:23.0 ro 19 m co 0 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.31 6-9 >265 240 MT20 244/190 Vert(CT) -0.27 6-9 >312 180 Horz(CT) -0.03 4 n/a n/a Weight: 26lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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) Bdaring at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=102, 2=171. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew•Johnsoa PE \o.64943 JLTek USA, Inc FL Cert 6634 16023 Swiagley Ridge Road, Chesterfield, 3f0 63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUiPl1 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingiey Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A SCAR BLK 147878331 2866970 E22 Jack -Open Truss 1 1 Job Reference (optional) cuucers Mrstaource kmant Uly, rL/, clans L'Iry, ru- asbo/, 2x4 = 11.43U S Aug 1 b ZUZ1 MI I eK Inoustrles, Inc. Mon Jep 1'd 14:3tS:Z1 'GULL rage i I D:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-gzY8BW B6q_EhOW 9a786Z?FwOrarTpuOQERJ RnUyeOLG 2-2.8 2-2-8 6 r. 19 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=58(LC 12) Max Uplift 1=-20(LC 12), 2=-47(LC 12), 3=-4(LC 12) Max Grav 1=79(LC 1), 2=55(LC 17), 3=38(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:10.1 PLATES GRIP MT20 244/190 Weight: 7 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live toad shown covers rain loading requirements specific to the use of this truss componept. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Andrelr Johnson PE No.84943 3LTek USA, Inc. FL Cerl 6634 16023 Sisfa;lep Wile Road, Chesler0eld, 3f0 63017 Dale: September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-99 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss PlateInstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878332 2866970 FG Flat Truss 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:29 2021 Page 1 ID:6gDIOH2OVeg1NklsxoNemzyuULB-bV19sFH7xREZzkm6bgFRJxFIVoZCgR2b4hFs3OyeOL8 • 3-8.0 7-4-0 3-8-0 3-8-0 6.00 12 3x� 4x4 = m v N 3x6 II oxu ST1.5x8 STP = 3x6 II Scale = 1:29.3 3.8-0 3.8-0 Plate Offsets (X,Y)-- [5:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 101 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 4=0-8-0 Max Horz 6=-65(LC 6) Max Uplift 6=-1259(LC 8), 4=-1259(LC 8) Max Grav 6=3284(LC 15), 4=3284(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2079/803, 2-3=-2079/803, 1-6=-2042/820, 3-4=-2042/820 WEBS 2-5= 597/1668, 1-5=-769/2131, 3-5=-769/2131 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Buitding 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willfit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=1259, 4=1259. 9) Girder carries tie-in span(s): 41-4-0 from 0-0-0 to 7-4-0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2=-54, 2-3= 54, 4-6=-742(F=-722) Andretr Johnson PE No. 64943 1hTek USA, Inc. FL Ced 6634 16023 Sniogley Ridge Road, ChesterGeld,110 63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 'Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878333 2866970 G7 Special Truss 1 1 Job Reference (optional) _—.� • ••�•--��•�� r •_• •• ­Y' ..n , —,,, " Y' , ��� , o.4au b mug i s Lac i rvll i eK inaustnes, Inc. NIOn oep 10 14:00:66 zuzl rage 1 1.43-0-0 2-0-0 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-ury2p4K.6e.M5 W I b7ZJppSVot448-6P8-21rTdmcpUx3d-hG-Skp6yeOL1 1 20 21-0 10400732-00 -10- 1.4-0 5-0 7 3-4 6x8 = 3 — 6x8 = 2x4 I I 5x8 = 06 4 � 6 7 Scale=1:53.8 I ST1.5x8 STP = 3x10 I 6x8 = 5x6 = 5x8 = 4x4 = ST1.5x8 STP = 3x10 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.63 BC 0.95 WB 0.78 Matrix -MS DEFL. in (loc) Well Ud Vert(LL) 0.38 13-14 >895 240 Vert(CT) -0.49 13-14 >698 180 Horz(CT) 0.11 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 165lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 "Except* TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins. 5-6,6-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-7 oc bracing. BOT CHORD 2x6 SP M 26 *Except* 8-12: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-11: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2= 167(LC 6) Max Uplift 2=-1414(LC 8), 8=-970(LC 8) Max Grav 2=2566(LC 1), 8=1814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5291/2808, 3-4=-5565/3022, 4-5=-5565/3022, 5-6=-4718/2529, 6-7=-3047/1637, 7-8=-3440/1726 BOT CHORD 2-14=-2332/4658, 13-14=-2353/4712, 11-13=-2058/4313, 10-11 =-1 802/3834, 8-10=-1355/2999 WEBS 3-14=-500/1278, 3-13=-518/1039, 4-13=-360/311, 5-13=-992/1585, 5-11=-2886/1628, 6-11 =-1 484/2777, 6-1 0=-1 339/683, 7-10=-543/1262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=1414, 8=970. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 Ib down and 288 Ib up at 7-0-0, and 128 Ib down and 165 Ib up at 9-0-12 on top chord, and 346 Ib down and 153 Ib up at 7-0-0, and 66 Ib down at 9-0-12, and 1501 Ib down and 858 Ib up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Andrew JohtaonPENo. 84943 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 3hTekUSA, Inc. FLCert6634 16023 Soiagley Ridge Road, Chesterfield,3f063017 LOAD CASE(S) Standard Date: Continued on page 2 September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878333 2866970 G7 Special Truss 1 1 Job Reference (optional) owwers mrsraource trtani ury, FL), runt city, FL. - asots/, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:37 2021 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-M2WBY N83uFQxzOf3VOJeda?D16rYxBnwwBHLZye0L0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) • Vert: 1-3=-54, 3-5= 54, 5-6=-54, 6-7— 54, 7-9= 54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-1 38(F) 14=-346(F) 19=-88(F) 22=-41(F) 23=-1501(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878334 2866970 G9 Hip Truss 1 1 Job Reference (optional) Builders FlrstSource (Piant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:38 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-q E4ZIKOmgCNHY7zrdDvYBg74W RROH W 7w8axrt?yeOL? 1-4-0 9-0-0 14.4-0 19.8-0 28-8-0 30-0.0 1-4-0 9-0-0 5.4-0 5-4-0 9.0.0 1-4-0 Scale = 1:52.7 5x6 3x4 = 5x6 19 4 20 21 22 5 3x4 = 3x4 = 46 — 3x4 = 3x4 = 9.0-0 19.8-0 28.8.0 9.0-0 10-8-0 9.0-0 Plate Offsets (X,Y)-- [2:0-0-8,Edge], [3:0-3-0,0-2-71, [5:0-3-0,0-2-71, [6:0-0-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.28 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.42 8-10 >817 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 126 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=191(LC 11) Max Uplift 2= 574(LC 12), 6=-574(LC 12) Max Grav 2=1133(LC 1), 6=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1771/915, 3-4=-1527/941, 4-5=-1527/941, 5-6=-1771/915 BOT CHORD 2-10=-610/1516, 8-10=-738/1658, 6-8=-636/1516 WEBS 3-10=-12/435, 4-10=-311/169, 4-8= 311/169, 5-8=-12/435 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft L=24ft eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 19-8-0, Exterior(2R) 19-8-0 to 23-10-15, Interior(1) 23-10-15 to 30-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Thts truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2474, 6=574. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johuson PE No. 84943 1LTek USA, Inc PL Ced 6634 16013 Swia0ey Ridge Road, Chesterlield,110 63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-e9 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 9965 A 3CAR BLK 147878335 2866970 G11 Hip Truss 1 1 - - Job Reference o tional Buuaers FirstSource tr iant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:32 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-04iIVHJ7EMc7gCVhGyoBxZtAxOP W tpz2meU W gLye0L5 4-4-0 6.6-0 11-0-0 15-0-0 5-9- 18-5.8 22-5-15 28-8-0 30.0-0 1-4-0 6.6-0 4.6-0 4-0.0 9• 2-8-0 4.0.6 6-2-2 1-4-0 Scale = 1:53.8 44 = 5x6 = 44 = 4x4 = 4 23 5 6 Lh ca 0 4x4 3x4 = 3x4 = 3x8 = 3x6 = 3x8 = 9-1-6 15-0-0 18.5-8 28-8-0 9.1-6 5-10-10 3.5-8 10-2-8 Plate Offsets (X,Y)-- [4:0-3-0,0-2-01 [9:0-2-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.24 11-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.51 11-20 >675 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 156 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-228(LC 10) Max Uplift 2=-574(LC 12), 9= 574(LC 12) Max Grav 2=1133(LC 1), 9=1133(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1883/1078, 3-4=-1682/1015, 4-5=-1366/929, 5-6=-1463/977, 6-7=-1385/883, 7-8=-1599/931, 8-9— 1879/1069 BOT CHORD 2-14=-801/1654, 12-14=-514/1296, 11-12=-592/1444, 9-11=-826/1650 WEBS 3-14=-364/351, 4-14=-191/490, 5-12=-225/401, 6-12=-499/297, 7-11=-224/509, . 8-11=-388/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Extedor(2E) 11-0-0 to 15-9-8, Interior(1) 15-9-8 to 18-5-8, Exterior(2R) 18-5-8 to 22-7-9, Interior(1) 22-7-9 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific toRhe 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide w:W fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb -uplift at joint(s) except (jt=lb) 2=57419=574. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AodrewJohosoo PE \o.84943 317ekUSA, Ioc. FL Ced 6634 16023SwW. eyRidgeRoad,Chesterfield,11063017 Date: September 14,2021 - A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878336 2866970 G13 Special Truss 1 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:33 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-UHGgicKd?gk_SM4tgfJNUnQ14Qj W c6DB?ID4CnyeOL4 t -1-4-0 , 7-7-5 13-0.0 17-9-8 20-" 28.8.0 30-0-0 1.4-0 7-7-5 5-4-11 4-9-8 2-8.0 8.2-8 1-4-0 4x6 = 6.00 12 Scale = 1:54.9 IV a 3x4 i 3x4 = 46 = 48 = 2x4 11 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stresslncr YES Code FBC2020fTP12014 CSI. TC 0.77 BC 0.97 WB 0.84 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/dell Ud -0.26 10-12 >999 240 -0.44 10-12 >780_ 180 0.07 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=265(LC 11) Max Uplift 2=-574(LC 12), 7=-574(LC 12) Max Grav 2=1298(LC 17), 7=1295(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2076/1040, 3-4=-1978/1085, 4-5=-2277/1330, 5-6— 1957/1097, 6-7=-2024/1039 BOT CHORD 2-12=-758/1993, 10-12= 432/1377, 9-10=-750/1752, 7-9=-749/1744 WEBS 3-12=-417/408, 4-12= 329/896, 4-10=-658/1284, 5-10=-1101/721, 6-10=-142/457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 20-5-8, Exterior(2R) 20-5-8 to 23-5-8, Intedor(1) 23-5-8 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Th8 Fabrication Tolerance at joint 6 = 16 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.Opsf on the bottom chord in 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.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb- uplift at joints) except Gt=lb) 2=574, 7=574. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johasoo PE No. 84943 bh7ek USA, Inc. FL Cert 6634 16033Swi gley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 - A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878337 2866970 G15 Special Truss 1 1 Job Reference (optional) ouuuers rnsioource trrarri City, FL), Rant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:34 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-yTg2wyLGmztr4Vf4ONgc0_zTVp5M LdCLDyzdkEyeOL3 1-4-0 7-7-5 13.0-0 19-9.8 22-5.8 28-8-0 30.0.0 1-4-0 7-7-5 5-4-11 6.9-8 2-8-0 6.2.8 1-4-0 4x6 II 6.00 12 Scale=1:54.9 3x4 = 3x4 = 5x6 WB= 5.8 = 2x4 II 3x4 = 28-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. TC 0.72 BC 0.87 WB 0.60 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud -0.44 10-12 >776 240 -0.75 10-12 >458 180 0.06 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 140lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-10 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-265(LC 10) Max Uplift 2= 574(LC 12), 7=-574(LC 12) Max Grav 2=1301(LC 17), 7=1299(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2101/1024, 3-4=-2002/1069, 4-5=-2882/1556, 5-6=-2432/1245, 6-7=-2162/1095 BOT CHORD 2-12= 743/2011, 10-12=-434/1379, 9-10=-831/1874, 7-9=-828/1871 WEBS 3-12= 402/397, 4-12=-304/940, 4-10=-844/1751, 5-1 0=-1 498/951, 6-10= 318/861 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 22-5-8, Exterior(2R) 22-5-8 to 25-5-8, Interior(1) 25-5-8 to30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Prdvide 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.Opsf on the bottom chord in 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.Opsf. 7) Pravide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=574, 7=574. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE \o.84943 JLTek USA, Inc FL Cert 6634 16013 Swmgley Ridge Road, Chesterfield„ 110 63017 Date: September 14,2021 A- WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A SCAR BLK 147878338 2866970 G17 Roof Special 1 1 Job Reference (optional) IS n,arouuiue tndnr Uliy, rL/, narn uRy, rL - aaDbr, 8.43U s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:35 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-QfOR71MuXH?ihfEGx4MrZCVhRD Rt45NUSciBHgyeOL2 7.7-5 12-10-0 18-0-11 21-1 24-3-8 28.6.0 29-10-0 7-7-5 5-2-11 5-2-11 3.6-13 2-8.0 4-2-8 1 Scale = 1:53.4 4x4 = 3x4 = 3x4 = 3x4 = 4x4 = ,u 48 = 2x4 II 3x4 = u-[-u y-2-0 16.6-0 21-7-8 24-3.8 26-6-0 0- -0 9-2-0 7-4-0 5-1-8 2-8-0 Plate Offsets (X,Y)-- [1:0-0-4,0-0-14], [6:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.19 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.37 13-16 >930 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 142lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1= 258(LC 10) Max Uplift 1=-471(LC 12), 7=-574(LC 12) Max Grav 1=1211(LC 17), 7=1280(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1994/1029, 2-3=-1896/1076, 3-4=-2038/1154, 4-5= 3248/1736, 5-6=-2793/1455, 6-7=-2269/1139 BOT CHORD 1-1 3=-726/1913,11-13=-409/1352, 10-11= 855/2008, 9-10=-897/1986, 7-9= 897/1977 WEBS 2-13=-410/407, 3-13=-330/828, 3-11=-500/1102, 4-11=-758/554, 4-10=-681/1280, 5-10=-1517/898, 6-10=-528/1033 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45f; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-10-0, Exterior(2R) 12-10-0 to 15-10-0, Interior(1) 15-10-0 to 24-3-8, Exterior(2R) 24-3-8 to 27-3-8, Interior(1) 27-3-8 to 29-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide wiP fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) -Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=471, 7=574. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE.No. 84943 MiTek USA, for. FL Ced 6634 16023 Sssmgley Ridge Road, Chesterfield, 31063017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not. a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A 3CAR BLK 147878339 2866970 G19 Roof Special Girder 1 1 - Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:35 2021 Page 1 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-QfOR71MuXH?ihfEGx4MrZCVcBDP u4?OUSciBHgyeOL2 7-7-5 12-10-0 18-0-11 23-7-8 26-3-B 28-6.0 ,29-10-0 7-7-5 5-2-11 5-2-11 5.6.13 2-8.0 2-2-8 1-4-0 44 = Scale = 1:53.1 N 10 Ili C> 13 20 12 21 11 10 9 3x4 � 3x4 = 3x4 = 3x4 = 5x12 = 2x4 11 3x4 = 9-2-0 16-6-0 23-7-8 26-3-8 - 28-6-0 9-2-0 7-4-0 7-1-8 2.8.0 Plate Offsets (X,Y)-- [4:0-3-0,0-1-81,[6:0-6-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.86 Vert(LL) 0.33 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.57 10-11 >599 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 141 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-6-0, 7=0-8-0 Max Horz 1=-258(LC 6) Max Uplift 1= 470(LC 8), 7=-571(LC 8) Max Grav 1=1196(LC 13), 7=1158(LC 2) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 1961/834, 2-3=-1863/879, 3-4=-2030/945, 4-5=-4489/1885, 5-6=-3721/1495, 6-7=-2151 /889 BOT CHORD 1-13=-571/1883, 11-13=-291/1322, 10-11=-686/1983, 9-10=-690/1908, 7-9_ 689/1900 WEBS 2-13=-412/365, 3-13=-288/824, 3-11=-416/1112, 4-11=-723/481, 4-10= 996/2432, 5-10=-2149/1001, 6-10=-759/2095 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Pr8vide 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 fora live load of 20.Opsf on the bottom chord in 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.Opsf. 7) PrBvide mechanical connection (by others) of truss to bearing plate -capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=470, 7=571. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 143 lb up at 26-3-8 on top chord, and 22 lb up at 26-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5= 54, 5-6=-54, 6-8=-54, 14-17= 20 Continued on page 2 Andrew Johnson PE No. 84943 3LTek USA, Inc. FL Cert 6634 16023 Slsiagley Ridge Road Chesterfield, 310 63017 Dale: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878339 2866970 G19 Roof Special Girder 1 1 Job Reference (optional) Builders Firstaource (Plant City, FL), Plant City, FL - 33b6t, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:35 2021 Page 2 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-QfOR71 M uXH?ihfEGx4MrZCVc8DPu4?OUSciBHgye0L2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=54(B) 9=4(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 ' Job Truss Truss Type Qty Ply 2265 A SCAR BLK 147878340 2866970 GGE GABLE 1 1 Job Reference (optional) tmant City, t-L1, Plant Ulty, t-L - 33b6i, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:38 2021 Page 1 I D:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-gE4Zl KOmgCNHY7zrdDvYBg7HTRfHHY6w8axrt?yeOL? 4-0-0 4-0.0 2x4 = 3x6 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 4=4-0-0, 5=4-0-0 Max Horz 1=105(LC 12) Max Uplift 4=-32(LC 12), 5=-114(LC 12) Max Grav 1=57(LC 1), 4=55(LC 17), 5=195(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-326/96 WEBS 2-5=-185/535 Scale = 1:14.6 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20 % Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 6=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 3-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) Tits 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.Opsf on the bottom chord in 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=114. Andrew Johnson PE No. 84943 \LTek USA, Inc. FL Cert 6634 16023 Smfngley Ridge Road, Chesterf eld, 310 63017 Date: September 14,2021 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878341 2866970 H3 Jack -Open Truss 2 1 Job Reference (optional) (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:39 2021 Page 1 ID:6gDIOH2OVeg1 Nk1 sxoNemzyuULB-IQdxzgPObWV8AHX1AwQnj2gQjgzgD1 r4NEhOQRyeOL_ -1-10-10 4.2-15 1-10-10 4-2-15 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=133(LC 8) Max Uplift 3=-51(LC 5), 2— 208(LC 8) Max Grav 3=67(LC 1), 2=238(LC 1), 4=66(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15fh B=45ft L=24ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=208. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at 1-5-4, and 30 lb down and 84 lb up at 1-5-4 on top chord, and 23 lb up at 1-5-4, and 23 lb up at 1-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=48(F=24, B=24) 6=23(F=11, B=11) Andrew Johnson PE No. 84943 31iTek USA, Inc FL Cert 6634 16023 Safogley Ridge Road, Chesterfield, 3f0 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2265 A SCAR BLK 147B78342 2866970 H5 Jack -Open Truss 2 1 Job Reference (optional) IrstSource (want uity, FL), Plant L:tty, I-L - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:40 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-ndBKAOQOMpd7oQ6EkdxOG FCVsECCI U5DcuQyxtyeOKz 1-10-10 3-9-6 7-0-14 0-1 1-10 3-9-6 3-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.12 4-7 >681 240 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.20 4-7 >411 180 BCLL 0.0 Rep Stresslncr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Scale = 1:17.4 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=188(LC 8) Max Uplift 3=-148(LC 8), 2=-235(LC 8) Max Grav 3=159(LC 1), 2=321(LC 1). 4=130(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=148, 2=235. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 55 lb up at 1-5-4, 30 Ib down and 84 Ib up at 1-5-4, and 22 lb down and 112 lb up at 4-3-4, and 3 lb down and 70 lb up at 4-3-4 on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, and 16 lb down and 6 lb up at 4-3-4, and 11 lb down and 7 lb up at 4-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dltsd + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5= 20 Concentrated Loads (Ib) Vert: 8=55(F=24, B=31) 9=-7(F=15, B=-22) 10=23(F=11, B=11) 11=-14(F= 5, B=-8) Andrew Johtlson PE So. 84943 \hTek USA, Inc. FL Ced 6634 16013 Swingley Ridge Road, Chesterfield 110 63017 Dale: September 14,2021 ----------- --- .- -_-------._...-- - - -- -- - --- --- - -­ ---_ ___ -_. --- -- ------- - -- -- -- WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - --- - - ---- - -- -- ` Design valid for use only with MTeW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878343 2866970 H7 Jack -Open Truss 3 1 _ Job Reference (optional) 0 0.4ou 5 Mug 10 eue 1 1v1r 1 eK 1r1uUffir1e5, mu. IV1un oep I6 14:00:4U ZUZ I rage I ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-ndBKAOQOMpd?oQ6EkdxOGFCbi EF51 RADcuQyxtyeOKz 1-10-10 5-11-1 9-10-13 1-10-10 5-11-1 3-11-11 - 3x4 = Scale = 1:23.0 v v 0 or Lh M r%r - - - - - 5-11-1 3-11-11-- Plate Offsets (X,Y)-- [2:0-0-7,Edge) LOADING (psf) SPACING- 2=0-0 CSI. DEFL. in (loc) I/dell- Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -MS Weight: 42lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-108(LC 8), 2=-267(LC 8), 5=-141(LC 8) Max Grav 4=103(LC 1), 2=448(LC 1), 5=344(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-629/235 BOT CHORD 2-7=-298/572, 6-7= 298/572 WEBS 3-7=0/332, 3-6= 660/344 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to -truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 4=108, 2=267, 5=141. 7)-Hanger(s) or other connection device(s) shall be provided sufficient to -support concentrated load(s) 30 lb down and 84 lb -up at - 1-5-4, 30 lb down and 84 lb up at 1-5-4, 3 lb down and 70 lb up at 4-3-4, 3 lb down and 70 lb up at 4-3-4, and 52 lb down and 141 lb Iwp at 7-1-3, and 52 lb down and 141 lb up at 7-1-3 on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, 11 lb down and 7 lb up at 4-3-4, 11 lb down and 7 lb up at 4-3-4, and 51 lb down at 7-1-3, and-51 lb down at 7-1-3-on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Continued on page 2 AndrewJobmon PE \o.84943 311Tek USA, Inc. FL Cert 6634 16023 Magley Ridge Road, C6eslerfield, 310 63017 Date: September 14,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. _ _ _ - Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878343 2866970 H7 Jack -Open Truss 3 _ 1 Job Reference (optional) ouuuerb rubiJuurue tnanr i.ny, rL/, riarri Ugly, rL - JJOor, rf.4JU S Aug l b ZUZI MI I eK Industries, Inc. Mon Sep 13 14:33:4U ZU21 Page z _ ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-ndBKAOQOMpd7oQ6EkdxOGFCbiEF51RADcuQyxtyeOKz LOAD CASE(S) Standard Concentrated -Loads. (Ib) _ Vert: 11=48(F=24, B=24) 12=30(F=15, B=15) 13— 104(F=-52, B=-52) 14=23(F=11, B=11) 15— 11(F=-5, B=-5) 16= 51(F=-25, B=-25) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with Mi fek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general.guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A SCAR BLK 147878344 2866970 H7V Jack -Open Truss 1 1 Job Reference (optional) _"Y' ,ter. �a, �, ­Y' o.Yov s muy 10 cue i wu i erc utuusuies, inc. ivion oep is i 4:,jrs:41 zuzl rage 7 ID:6gDIOH2OVeg1 Nk1 sxoNemzyuULB-FpliOLQf77ls PahQI LTFpTI IgeUCUuENgYAVTKyeOKy 1-10-10 6-6-4 9-10-13 1-10.10 6-6-4 3-4-9 Scale = 1:22.8 0 rn 3x4 = - 6-6-4 6-6-4 9-10-13 -3_4-g— LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.12 6-7 >998 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.14 6-7 >843 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-7 cc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-0-10 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-3, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-86(LC 8), 2=-261(LC 8), 5=-174(LC 8) Max Grav 4=95(LC 1), 2=448(LC 1), 5=352(LC 1). FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1048/465 BOT CHORD 2-7=-550/985, 6-7=-534/932 WEBS 3-7=-20/472, 3-6=-1005/565 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 ANSUTPI 1 angle to grain formula. Building designer shouldverify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=26115=174. - 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 82 lb up at 149-4, 34 lb down and 82 lb up at 1-5-4, 0 lb down and 73 lb up at 4-3-4, 0 lb down and 73 lb up at 4-3-4, and 52 lb down and 145 lb up at 7-1-3, and 52 lb down-and-145 lb up at- 7-1-3 on top chord, and 23-lb up at 1-5-4, 23 lb up at 1-5-4, 11 lb down and 7 lb -up at 4-3-4, 11 lb down and 7 lb up at 4-3-4, and 51 lb down at 7-1-3, and 51 lb down at 7-1-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to -the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Continued on page 2 ,tadrewJohnson PE No. 84943 51tTekDSA, Iac. FL Cer16634 16023 Stiriagley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding. the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Jab WARNING_- Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878344 2866970 H7V ..Jack -Open Truss Job Reference (optional) Builders FirstSource (Want City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:41 2021 Page 2 ID:6gQIOH2OVeg1 NkisxoNemzyuULB-FpliOLQf77isPahQILTFpTIIgeUCUuENgYAVTKyeOKy LOAD CASE(S) Standard Concentrated Loads (lb) _ Vert: 11=48(F=24, B=24) 12=30(F=15, B=15) 13=-104(F=-52, B=-52) 14=23(F=11, B=11) 15= 11(F=-5, B=-5) 16= 51(F= 25, B=-25) Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147B78345 2866970 K01 Hip -Truss 1 1 Job Reference (optional) t, tea, n ­'y, 1— a . LY' - ���� , 0.4OU s Huy r D ZUZ I rvll r eK inuusines, inc. Ivion oep 10 14:dt$:42 ZUZI rage I ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-j?J4bhRHtRtj1 kGcs2_ULglvy2unDLgW3Cv2OmyeOKx 5-0-0 9.4-0 13-8-0 18-8-0 20.0.0 5.0-0 4-4-0 4-4.0 5.0-0 1-4-0 6.00 12 48 = 2x4 11 48 = 2 17 18 3 19 20 4 Scale = 1:32.8 2x4 II OX4 3x8 = 2x4 II 3x4 = 3x4 = LOADING (psf) SPACING- --2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.12 8 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.16 8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-112(LC 6) Max Uplift 1=-565(LC 8), 5=-672(LC 8) Max Grav 1=1081(LC 1), 5=1158(LC 1) PLATES GRIP MT20 244/190 Weight: 83 lb FT = 20 Structural wood sheathing directly applied or 3-7-2 oc puffins. Rigid ceiling directly applied or 6-3-12 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2057/1097, 2-3=-2275/1295, 3-4=-2275/1295, 4-5=-2045/1077 BOT CHORD 1-10— 843/1791, 8-10=-838/1803, 7-8=-817/1791, 5-7=-822/1779 WEBS 2-10=0/378, 2-8=-353/628, 3-8=-430/436, 4-8=-367/635, 4-7=0/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft;. L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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.Opsf on the bottom chord in all -areas where a rectangle 3-6-0 tall by 2-0-0-wide wAl fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 1=565, 5=672. 9) Hdnger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 306 lb up at 5-0-0,-54 ib down and 131 lb up at 7-0-12, 54-lb down and 131-lb up at 9-0-12, 54 lb down and 131 lb up at 9-7-4,-and-54 lb down and 131 lb up at 11-7-4, and 155 lb down and 306 lb up at 13-8-0 on top chord, and 154 lb down at 5-0-0, 52 lb down at 7-0-12, 52 lb down at 9-0-12, 52 lb down at 9-7-4, and 52 lb down at 11-7-4, and 154 lb down at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. - 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - - Vert: 1-2= 54, 2-4=-54, 4-6=-54, 11-14=-20 Continued on page 2 Andrew Johnson PE No.84943 alTek USA, Inc FL Cerl 6634 _16023Siibn eyPidgeRoad,Cheslerfield M063017 Date: September 14,2021 _A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building deslgn. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury -and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878345 2866970 K01 Hip Truss 1 1 Job Reference (optional) Duuuero nrbk0Uurce tnant t.ny, rL/, riant ldiy, rL - JJ001, UAOU S Aug 1 o ZUZI MI I eK InausineS, Inc. mon sep 13 14:3tl:4z zuzl Nage z ID:ZYc6AOGNbVAfFo43ovpJT9ypysQ-j7J4bhRHtRtj 1 kGcs2_ULg1vy2unDLgW 3Cv20mye0Kx LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 2=-155(F) 4=-155(F) 10=-77(F) 8=-52(F) 3=-108(F) 7=-77(F) 17— 54(F) 19— 54(F) 21=-26(F) 22_ 26(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE_MII-7473 rev. 5/19/2020 BEFORE USE. J�• ' -Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with.possible personal. injury and. property damage.. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-69 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A SCAR BLK 147878346 2866970 K02 Hip Truss ] 1_ _ Jab Reference (optional) ounuera vol-Quu Utl kr- a —1y, ram/, ridnt i.uy, rL - ooaor, tj.43u s Hug it) zuzi MI I eK mousines, Inc. Mon Jep 1d 14:9id:43 zuzl rage 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-BCtSo1 Svek?afuroPmVjuug2PSG3ygSflsfcYCyeOKw 7-0-0 11-8-0 18-8.0 20-0.0 7-0-0 4.8-0 7-0.0 1-4-0 Scale=1'33.5 4x8 = 2 16 4x6 = 17 3 3x4 2x4 II 'x4 3x4 = = 3x4 = 11-8-0 4-8-0 LOADING (psf) SPACING- 2=0-0- - CSI. DEFL. - in (loc) I/deft - Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.12 8-11 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.17 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 4=0-8-0 Max Horz 1=-149(LC 10) Max Uplift 1=-306(LC 12), 4=-413(LC 12) Max Grav 1=688(LC 1), 4=765(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-106B/708, 2-3= 905/746, 3-4=-1062/713 BOT CHORD 1-8=-448/906, 6-8=-446/912, 4-6=-477/899 PLATES GRIP MT20 244/190 Weight: 78 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 11-2-15, Interjor(1) 11-2-15 to 11-8-0, Exterior(2R) 11-8-0 to 15-10-15, Intedor(1) 15-10-15 to 20-0-0 zone;C-C for members and forces & MW FRS 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1--306, 4=413. 9) This truss design requires that a -minimum of 7/16" structural wood sheathing be applied directly to the top chord "and -1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johason PE No. 81943 ShTek USA, fat FL Ced 6634 -16023 Saingley Rldge Road Chesterfield, St0 63017 Date: September 14,2021 Cl) o_ 00 ®WARNING - Verify design parameters and READ NOTES ONTHISAND i-NCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MrTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire_ k' is always required for stability and to prevent collapse with possible. personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 ' Job Truss Truss Type Qty Ply 2265 A SCAR BLK 147878347 2866970 M Common Truss. 1 1 _ Job Reference (optional) Builders FirstSource (mant Clty, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 14:38:44 2021 Page 1 ID:6gDIOH2OVeg1 Nki sxoNemzyuULB-fORgONTXP27RG2Q?zTOyQ5N8yrW 6hFIpXW O94fyeOKv �1-4-0 5-0.0 10.0.0 11-4-0 1-4-0 5-0.0 5-0.0 1-4-0 2 4x4 = 3x6 1-4-0 5-0-0 10-0-0 1- 4-0 - 3.8-0 - 5-0-0- Scale = 120.9 LOADING (psi) SPACING= 2-0-0 CSI. DEFL. in "(IDc) I/defl Ud- PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.20 7-14 >519 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.17 7-14 >584 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) -0.00 -5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 5=0-3-8, 8=0-4-0 Max Horz 8=117(LC 11) Max Uplift 5=-375(LC 12), 8=-539(LC 12) Max Gram 5=363(LC 1), 8=521(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-181/509, 3-4=-281/823, 4-5=-256/771 BOT CHORD 2-8=-474/192, 7-8=-475/192, 5-7=475/192 WEBS 4-7=-396/138, 3-8=-315/717 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=_124mph;.TCDL=4.2psf;.BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-6-4, Interior(1) 1-6-4 to 5-0-0, Exterior(2R) 5-0-0 to 8-0-0, Interior(1) 8-0-0 to 11-4-0 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) ''rhis truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of -truss to bearing plate capable of withstanding 100 lb uplift -at joint(s) except (jt=lb)- - 5=375, 8=539. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to -the bottom chord. Andrew Johnson PE No. 84943 3LTek USA, Inc. FL Ced 6634 16023 Swiogley Ridge Road, Chesterfield, MO63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance. regarding the _ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878348 2866970 M3 Hip Truss 1 1 Job Reference (optional) ouuuarn nrsrauurce tndra uny, rL/, riara airy, rL - 0000r, 0.43U S /AUg I b ZUZI MI I eK mausines, Inc. Mon bep l:i 14::it7:4b ZU21 rage i ID:6gDIOH2OVeg1 Nk1 sxoNemzyuULB-7a7DDjT9AMFHuC7BXBXBZJwOTFvBQklylA8ic5yeOKu -1.4-0 3.0.0 7-0-0 10.0.0 11-4.0 1-4-0 3-0.0 4-0.0 1 3-0-0 1-4.0 Scale = 1:20.7 4x4 = 4 4x4 = 17 18 19 5 2x4 11 2x4 = 1-4-0 3-0-0 7-0.0 10-0-0 1=4-0 1:8_p 4-0.0 - --- - 3.0_0 - - Plate Offsets (X,Y)-- [2:Edge,0-0-41, [6:0-4-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. --in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.13 8 >793 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.11 8 >933 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 -6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 40 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 10=0-4-0 Max Horz 10=-81(LC 6) Max Uplift 6= 374(LC 8), 10=-538(LC 8) Max Grav 6=406(LC 18), 10=564(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/305, 3-4=-398/347, 4-5=-327/301, 5-6=-390/323 BOT CHORD 2-10=-308/318, 9-10=-281/318, 8-9— 285/327, 6-8=-283/328 WEBS 3-10=-355/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=151t; B=45111; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=374, 10=538. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down and 131 lb up at 3-0-0, and 64 lb up at 5-0-0, and 52 lb down -and 152-lb up at 7-0-0 on top chord, and 42 lb down and 10 lb up at-3-0-0, and 15 lb down and 6 lb up at 5-0-0, and 42 lb down and 10 lb up at 6-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Audalr3ohtaoaPEM.84943 Vert: 1-4=-54, 4-5=-54, 5-7— 54, 11-14=-20 31liTek USA, tar. FL Ced 6634 Concentrated Loads (lb) 16023SaiagleyRldgeRoad, Chester0eld,S1063017 Vert: 4— 12(F) 5=-12(F) 9= 21(F) 8=-21(F) 18=1 (F). 20=-8(F) Date: September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek° is always required for stability. and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878349 2866970 P_B Piggyback Truss .5 1 Job Reference (optional) ••� � - � ,�••,���� �,�, , ••,), , ��, , ,a�,• •..�.), , - .+.+� , 0-OU b Mug 10 CU4 r IVII I eR IIalU5rOdb, it it;. iviorl oep rA i coo:4o ZUZ I rage 1 I D:6gDIOH2OVeg1 Nki sxoNemzyuU LB-7a?DDjT9AM FHuC?BXBXBzJwVwF18Q1 KylA8ic5ye0Ku 2-4.0 4-8-0 2-4-0 2-4-0 3x4 = 3 2x4 = 4-8-0 4.8-0 2x4 = Scale = 1:9.2 0 IL LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 12 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-37(LC 10) Max Uplift 2=-91(LC 12), 4=-91(LC 12) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf.on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Andrew Johnson PE No. 84943 1hTek USA, Inc. FL Cert 6634 16023 Soiogley Ridge Road, Chester0eld,110 63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. u.— --Dbsign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and _toprevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878350 2866970 PB1 Piggyback Truss 2 1 Job Reference (optional) Cunaers mrS[bOUrce tmani tilry, r-Lj, viani filly, I`L- JJbb/, 3 2x4 = rs.9Jt1 S Aug 1 b ZU21 MI I eK Inausines, Inc. Mon bep 1J 14:Jt5:4b zuzi rage 1 I D:6gDIOH2OVegl Nk1 sxoNemzyuULB-bnZbR3UnxfNBW LaN5u2QV W SghfNN9Ca6_gtG9XyeOKt- 0-8.0 44 11 4-B-0 4-8-0 2x4 = 2-0-0 Scale = 1:9.3 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL - 20.0 Plate Grip DOL - 1.25 TC 0.07 Vert(LL) - 0.00- 4 n/r - 120 MT20 244/190 - - TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-34(LC 10) Max Uplift 2=-91(LC 12), 4=-91(LC 12) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been -considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Andrew Johnson PE No. 84943 3LTek USA, Inc. FL Cent 6634 16013 Strmgley Itidge Road, Chesterileld, 3f0 63017 Dale: September 14,2021- A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI_TEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. ' D'esign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2265 A 3CAR BLK 147878351 2866970 R2 _ Jack -Open Truss - 1 1 _ Job Reference (optional) twoclers rlrstSource (Mani Grey, t-L), rlant Gay, I-L - JJb6r, b.4JU S Aug I b ZU21 MI I eK Industries, Inc. mon Sep 13 14:38:41 2U21 rage 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-3z6zePVPizV?7V9aebZf2k?oE3jUufgFDUdphzyeOKs 1-10-10 3.1-8 1-10-10 3.1-8 Scale = 1:10.7 a v 0 3.1.8 3-1-8- Plate Offsets (X,Y)-- 12:0-0-3,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. -in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins. BOT CHORD 2x4 SP No.2 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=113(LC 8) Max Uplift 3=-25(LC 5), 2= 201(LC 8), 4=-11(LC 13) Max Grav 3=38(LC 1), 2=209(LC 1), 4=29(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas. where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=201. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at 1-5-4, and 30 lb down and 84 lb up at 1-5-4 on top chord, and 23 lb up at 1-5-4, and 23 lb up at 1-5-4 on bottom chord. The cfesign/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=48(F=24, B=24) 9=23(F=11, B=11) Andreiv Johmoa PE \o.8a943 MTek USA, lac FL Ced 6634 16023 Safagley Ridge Road, Chester6eid, H0 63017 Date: September 14,2021 _Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - -�' . -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal. injury and property damage. For general. guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 14_1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �/7fir Ki For 4 x 2 orientation, locate plates 0- 1/id' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the, output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: 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. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Failure to Follow Could Cause Property Damage or Personal Injury 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, Lumber design values are in accordance with ANSI/TPI 1 or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values established by others. 15. Connections not shown are the responsibility of others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 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 nottake into account any dynamic or other loads other than those expressly stated.