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HomeMy WebLinkAboutTrussMiTek' RE: 77999 MiTek USA, Inc. 5508 MYRTLE ST 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Southern City Development Project Name: 77999 Lot/Block: . Model: . Address:. 5508 Myrtle St., . Subdivision: . City: St Lucie County State: FL 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 48 individual, dated 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# Truss Name Date 1 T25664878 A 10/18/2021 21 T25664898 B9 10/18/2021 2 T25664879 Al 10/18/2021 22 T25664899 C 10/18/2021 3 T25664880 A2 10/18/2021 23 T25664900 C1 10/18/2021 4 T25664881 A3 10/18/2021 24 T25664901 C2 10/18/2021 5 T25664882 A4 10/18/2021 25 T25664902 C3 10/18/2021 6 T25664883 A5 10/18/2021 26 T25664903 D 10/18/2021 7 T25664884 A6 10/18/2021 27 T25664904 D1 10/18/2021 8 T25664885 A7 10/18/2021 28 T25664905 D2 10/18/2021 9 T25664886 A8 10/18/2021 29 T25664906 DGE 10/18/2021 10 T25664887 A9 10/18/2021 30 T25664907 E 10/18/2021 11 T25664888 AA 10/18/2021 31 T25664908 GR2 10/18/2021 12 T25664889 B 10/18/2021 32 T25664909 GRA 10/18/2021 13 T25664890 B1 10/18/2021 33 T25664916 GRB 10/18/2021 14 T25664891 B2 10/18/2021 34 T25664911 GRC 10/18/2021 15 T25664892 B3 10/18/2021 35 T25664912 GRD 10/18/2021 16 T25664893 B4 10/18/2021 36 T25664913 GRE 10/18/2021 17 T25664894 B5 10/18/2021 37 T25664914 J2 10/18/2021 18 T26664895 B6 10/18/2021 38 T25664915 J4 10/18/2021 19 T25664896 B7 10/18/2021 39 T25664916 J4A 10/18/2021 20 T25664897 B8 10/18/2021 40 T25664917 J6 10/18/2021 This item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Chambers Truss. �? P(U I N Truss Design Engineer's Name: Velez, Joaquin �� �0E NsF� My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 N,o 6 81132 00 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 ANSIrrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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. 'STATE OF i C) % OR, IV r' 11 Al i fILE COPY 1IIIIIIIf•. Joaquln V61ez PE No.68182 MRek,=S Inc..FL Gert 6634. 6904 Parke East Blvd. Tampa FL 33610 October 18, 2021 1 of 2 Velez, Joaquin Nil, MiTek 0 RE: 77999 - 5508 MYRTLE ST MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: Southern City Development Project Name: 77999 Lot/Block: Subdivision: . Address: 5508 Myrtle St., . City, County: St Lucie County State: FL. 'No. Seal# Truss Name Date 41 T25664918 J6A 10/18/2021 42 T25664919 KJ6 10/18/2021 43 T25664920 KJA 10/18/2021 44 T25664921 KJE 10/18/2021 45 T25664922 MV2 10/18/2021 46 T25664923 MV4 10/18/2021 47 T25664924 V4 10/18/2021 48 T25664925 V8. 10/18/2021 2 of 2 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664878 77999 A HALF HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:02:09 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-CCezPfQjyu6aVIFLO99S6 e4mLD9wEgsxcrgP8yTCIC 1-10-0 4-2-0 8-6-0 16-1.8 23-3-12 30.6-0 1-10-0 24-0 4�-0 7-7-8 7-2-4 7-2-4 Scale=1:52.6 4x8 = 3x4 11 3x6 = 3x4 = 4x4 = 4 21 22 523 6 7 24 825 IQ 3x4 - US = 3x4 II 3x4 11 4x8 = 3x4 11 1-6-01-1 4-2-0 a-6-0 16-1-8 23.3-12 30-0-0 1-6-0 0 2-0-0 4-0-0 7-7-8 7-2-4 7-2.4 Plate Offsets (X,Y)— [4:0-5-4,0-2-01, [12:0-2-4,0-2-12], [14:0-& 4,0-2-41, [16:038,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.14 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC OA9 Vert(CT) -0.30 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.13 12 >999 240 _ Weight: 176 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc puriins, BOT CHORD 2x4 SP M 30 *Except! except end verticals. 3-15,5-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 16=0-8-0 Max Horz 16=155(LC 12) Max Uplift 9=-321(LC 12), 16=-391(LC 12) Max Grav 9=1051(LC 1), 16=1195(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=21371778, 3.4=-1896/646, 4-5=2350/831, 5-7=-2296/809, 7-8=1346/452, 8-9=-989/382 BOT CHORD 13-14=-889/2014, 12-13=-62211674, 5-12=4221239 WEBS 2-16=-1035/464, 2-14=-756/1884, 3-13=-427/274, 4-13=-12/337, 4-12=233/816, 10-12=-411/1230, 7-12=-385/1018, 7-10=-842/386, 8-10=-520/1556 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2E) 0-M to 3-0-10, Interior(1) 3-0-10 to 8-6-0, Exterior(2R) 8-6-0 to 12-9-12, Interior(1) 12-9-12 to 30-44 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer! Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed COpleS Of this 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 9 and 391 lb uplift at document are not considered joint 16. signed and sealed and the signature must be verified on any electronic copies. Joaquin Wei PE No.Ili182 . MiTek USA_ .Inc. FL Cert 6634, 8804'Parka Easi ii1 . Tampa FL 33610' Date: October 18,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 MiT®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 ANSUTP11 Quality Crlterla, DSB-69 and SCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 5508 MYRTLE ST T25664879 77999 Al HALF HIP 1 1 Job Reference o tlonal Chambers Tniss, Fort Pierce, FL - 34982, 8A30 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:02:14 2021 Scale = 1:52.6 4x8 = 3x4 11 3X6 = 3x4 = 3x5 = 4 2223 6 6 7 24 825 I4 3x4 = 6x8 = 3x4 II 3x4 11 4x8 = 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.10 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.19 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matra -MS Wind(ILL) 0.10 12-13 >999 240 Weight: 185lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, BOT CHORD 2x4 SP M 30 -Except- except end verticals. 3-15,5-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical,16=0-8-0 Max Horz 16=191(LC 12) Max Uplift 9=327(LC 12), 16=-385(LC 12) Max Grav 9=1051(LC 1), 16=1195(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2186/816, 3-4=17591592, 45=-1771/653, 5-7=1758/648, 7-8=1100/382, 8-9=-990/392 BOT CHORD 13-14=-1029/2180, 12-13=-587/1507, 5-12=-358/200 WEBS 2-16=-10151452. 2-14=81311957, 3-13=-773/449, 4-13=-26/347, 4-12=107/432, 10-12=-366/1009, 7-12=-306/750, 7-10=-813/391, 8-10=-471/1362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=311t; eave=oft; Cat 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-" to 3.0-10, Interior(1) 3-0-10 to 10-6-0, Exterior(2R) 10-6-0 to 14-9-12, Interior(1) 14-9-12 to 30-4-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed copies Of this 7) Refer to girder(s) for truss to truss connections. document 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 9 and 385 lb uplift at are not considered joint 16. signed and sealed and the signature must be verified on any electronic copies. Joaquin Vilii:PE N6.88182 MTuk,USA;dnc: FL• CiR fi834 004 Parko Eaitt Blvd..TimpaFL 31446 Date: October 18,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE ' Design valid for use onlywith Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 tmsses and truss systems, see ANSM11 Ouaf/ty Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664880 77999 A2 HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 a Aug 16 2021 MiTek Industries, Inc. Fri Oct 15 10:02:212021 Page 1 ID:YCOSddb UYF64ZEYGLbJenPyTX8V-rWNVxla F7adbrb9ejgNGg W89tBJ7kfgdlUrfgSyTC IO 1-10-0 4-2-0 6-0-0 12-0-D 16-1-8 20.3-12 24-0A 30-6-0 1-10-0 2-0-0 4-2-0 4-2-0 3-7.8 42-4 4-2 4 6-0.0 48 = 3x4 11 3x4 4x4 = = 5 Y2 623 24 7 8 Scale = 1:52A m M I 17 16 12 11 10 3x4 — 6x6 = 3x4 II 3x4 11 5x12 = 3x5 II 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 0.37 Vert(LL) -0.15 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.32 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Wind(LL) 0.07 13-14 >999 240 Weight: 199 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc pudins, BOT CHORD 2x4 SP M 30 -Except* except and verticals. 3-16,6-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 1-17 9-2-7 oc bracing: 14-15. REACTIONS. (size) 10=Mechanical, 17=0-8-0 Max Horz 17=-122(LC 10) Max Uplift 10=-317(LC 12), 17=396(LC 12) Max Grav 10=1051(LC 1), 17=1195(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2054/689, 3-4=-2207/783, 45=-1555/592, 5-6=-1410/600, 6-7=1401/597, 7-8=-819/384, 8-9=9821375, 9-10=1003/401 BOT CHORD 14-15=637/1630, 13-14=-446/1347 WEBS 2-17=-1060/448, 2-15=-671/1806, 4-15=145/498, 4-14=-397/238, 5-14=-95/441, 11-13=392/1010, 7-13=-126/411, 7-11=-673/266, 9-11=-279/900 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; save=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-M to 3-0-10, Interior(1) 3-0-10 to 12-6-0, Exterior(2R) 12-6-0 to 16-0-12, Interior(1) 16-9-12 to 24-6-0, Extedor(2R) 24-6-0 to 28-9-12, Interior(1) 28-9-12 to 3044 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 6) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed COpleS Of this 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 10 and 396lb uplift document are not considered at joint 17. signed and sealed and the signature must be verified on any electronic copies. Joaquin veliiz:PE No.68182• MITek,USA Inc, FL Cirt §834. 69D4 Parke East Bivd..Tampa FL 38610' Dai October 18,2021 ® 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 MTek® connectors. This design is based orgy upon parameters shown, 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 andlor chord members only. Additional temporary and permanent bracing M iT®k" Is allays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUM11 Quality Crltede, DSB49 and BCS/ Building Component 69D4 Parke East Blvd. Safety lnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tamps, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664881 77999 A3 HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1610:02:24 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-G42eZnc8QV7So2UDOowzl9lcZOMBx3Z4OSz7QnyTCHz 7-e-4 14.6-0 22-6-0 30-0-0 7-6.4 6.11-12 9-0-0 0-0-0 Scale=1:54.0 4x8 = 4x6 = 6.00 12 4 18 19 20 21 3x4 = 3x6 11 04 = 3x4 = 3x6 = 3x8 = 3x5 I I LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.10 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.18 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.05 10-11 >999 240 Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8 REACTIONS. (size) 7=Mechanical, 12=0-8-0 Max Harz 12=-149(LC 10) Max Uplift 7=-317(LC 12), 12=-396(LC 12) Max Grav 7=1180(LC 18), 12=1361(LC 17) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1764/515, 3-4=-1419/492, 4-5=983/431, 5-6=1162/412, 6-7=10571410 BOT CHORD 10-11= 498/1614, 8-10=-343/1268 WEBS 3-10=-401/175, 4-1 0=-39/494,4-8=373/99, 2-11=-478/1421, 6-8=264/1026, 2-12=-1179/522 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-10, Interior(1) 3-0-10 to 14-6-0, Exterior(21R) 14-6-0 to 18-9-12, Interior(1) 18-9-12 to 22-6-0, Extehor(2R) 22-6-0 to 26-9-12, Interjor(1) 26-9-12 to 30-4-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This Item has been 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-M wide' electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Sealed by Velez, Joaquin, PE 7) Refer to girder(s) for truss to truss connections. using a Digital Signature. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317lb uplift at joint 7 and 396 lb uplift at Printed copies of this joint 12. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velek'PE N6.68182: M?!k,LISA, Inc. FLCnt 6634, 6904 Parke EaatBlyd. Timpa.FL 33610' Dail:, October 18,2021 ® WARNING- Verify 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p 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 ANSUTP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664882 77999 A4 ROOF SPECIAL 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 M7ek Industries, Inc. Fri Oct 1510:02:27 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-gfknBoeOIQNlfWdo3xUgwnN5AcK180SW4QCn15yTCHw M23 8 0 16-0-0 16-7.8 19-M 23 10-0 29.0-0 0 5 8 0 5-8-0 1-7-8 2-4-8 4-10.4 5-1-12 5x6 = 3x4 11 4x8 = 19 6 20 6 11 10 3x4 II 3x10 = 9 5x6 = Scale=1:54.8 LOADING (psf) SPACING- 2-" CS1. DEFL. in (too) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.33 9-10 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.55 9-10 >625 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(CT) 0.07 9 rila n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.10 13-15 >999 240 Weight; 199lb FT=20%a LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc pudins, BOT CHORD 2x4 SP M 30 *Except- except end verticals. 5-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied orb-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-10. 7-9 1-15: 2x4 SP M 30 REACTIONS. (size) 16-0-8-0, 9=Mechanical Max Harz 16=-138(LC 10) Max Uplift 16=313(LC 12), 9=-316(LC 12) Max Grav 16=1215(LC 17), 9=1230(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-1 6=-1 130/393, 1-2=-2770/880, 2-3=-2201/724, 3-4=2263/863, 4-5=-1232/556. 5-6=-12251555, 6-7=-11641487 BOT CHORD 13-15=-942/2979, 12-13=-381/1310, 9-10=293/821 WEBS 1-15=-913/2889, 2-15=-949/377, 2-13=969/339, 3-13=380/276, 10-12=-282/1298, 6-12=-297/851, 6-10=468/198, 7-1O=5/318, 7-9=-1186/453, 4-13=-394/1144 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15111; B=45ft; L=29ft; eave=oft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extehor(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-G-0 to 28-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically Signed and 4) Provide adequate drainage to prevent water ponding. sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Using a Digital Signature. 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 Printed copies of this p Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. document are not Considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift atjoint 16 and 316 lb uplift signed and sealed and the at joint 9. signature must be verified on any electronic copies. Joaquih Vtilez PE No.68182" Wrck,USA, Inc. -FL Curt 6834; 8904 Parko East BNd..TampaFC;33610 Date: October 18,2021 ® WARNING- Verily 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 MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tresses and truss systems, see ANS117PH Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664883 77999 A5 ROOF SPECIAL 1 - 1 Job Reference (optional) unamoers I russ, I-Ort Tierce, t-L - 34982, 8.430 s Aug 16 2021 MITek Industries, Inc. Fri Oct 1510:02:30 2021 Page 1 ID:YCOSddbUYF64ZEY6LbJenPyTX8V5EPvgghu?UcWzLNk31NXQ?hdpNOLJQymOQReQyTCHt 5 8 0 11-1-12 16 7 8 17 Q-0 22-104 294W 5 SA 5-5-12 5 5 12 0 4 8 5-10 4 6-1-12 Sx8 = 4 5 3x4 II 4x8 = 3x5 II Scale=1:57.1 5 8 0 11-1-12 16-7$ 22-10-4 29-0-0 5 8 0 5-5.12 5 5 12 6 2-12 6-1-12 Plate Offsets (X,Y)— [14:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.10 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.19 12-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.05 8 n1a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix -MS Wind(LL) 0.09 12-14 >999 240 Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, BOT CHORD 2x4 SP M 30 *Except' except end verticals. 4-10: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 8-8-11 oc bracing: 12-14. REACTIONS. (size) 15=0-8-0, 8=Mechanical Max Horz 15=150(LC 11) Max Uplift 15=-315(LC 12), 8=-314(LC 12) Max Grav 15=1062(LC 1), 8=1062(LC 1) FORCES, (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1002/394, 1-2=-2032/713, 2-3=-1711/631, 3-4=-1144/512, 4-5=-707/400, 5-6=-1124/507, 6-7=-982/377, 7-8=1011/402 BOT CHORD 12-14=-712/2080, 11-12=-500/1483, 4-11=247/661 WEBS 1-14=-752/2152, 2-14=-755/341, 2-12=-648/244, 3-12=63/434, 3-11=-717/316, 6-9=-491/247, 7-9=-293/917, 9-11=260/797 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 17-0-0, Exterior(21R) 17-0-0 to 20-0-0, Interior(1) 20-0-0 to 28-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. Will fit between the bottom chord and any other members. Printed copies of this 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 15 and 314 lb uplift document are not considered at joint 8. signed and sealed and the signature must be verified on any electronic copies. Joaquin V010z PE No1illil MTak,USA, Inc:.FLCert 8W,., 6804 Parke,East Blvd..Tampa FL 3361U Date. October 18,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, 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 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 ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafelyInformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply 5508 MYRTLE ST T25664884 77999 A6 ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:02:36 2021 Page 1 I D:YCOSddb UYF64ZEYGLbJenPyTX8V-vOnA40fbB WI EupX5K8nnhFfJEQLIRnr9JUr4yTCH n 7-" 12-1-12 16-7-8 17rQ-0 22-10-4 29 0-0 7-8-0 4-5-12 4-5-12 0418 5-10.4 6.1-12 ann5 5x6 = 9 3x4 11 8 7 3x4 II 4x8 = 3x4 II 3x4 11 Scale=1:60.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/rP12014 CSI. TIC 0.61 BC 0.56 WB 0.83 Matrix -MS DEFL. in (loc) Vdefl Ud Vert(LL) -0.28 10-12 >999 360 Vert(CT) -0.51 10-12 >681 240 Horz(CT) 0.04 7 n/a n/a Wind(LL) 0.09 10-12 >999 240 PLATES GRIP MT20 244/190 Weight: 199lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 4-9: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 8-9. REACTIONS. (size) 13=0-8-0, 7=Mechanical Max Horz 13=135(LC 11) Max Uplift 13=-318(LC 12), 7=-310(LC 12) Max Grav 13=1174(LC 17). 7=1194(LC 18) FORCES. (lb) -Max. CampJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1074/402, 1-2=-2063/632, 2.3=-2423/787, 3-4=1248/505, 4-5=1238/501, 5-6=-10841374, 6-7=-11071398 BOT CHORD 10-12=-447/1562, 4-10=253/816 WEBS 1-12=-666/2204, 2-12=1340/530, 3-12=-253/1030, 3-10=-683/294, 5-8=-507/248, 6-8=-292/1020,8-10=263/943, 5-10=-30/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=oft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-9-12, Extedor(2R) 16-9-12 to 19-9-12, interior(1) 19-9-12 to 28-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component 4) Provide adequate drainage to prevent water ponding. electronically signed and y g 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Printed copies Of this 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 13 and 310 lb uplift document are not considered at joint 7. signed and sealed and the signature must be verified on any electronic copies. Joaquiri vilez;PE N6.68182. MiTek,USA;-Inc, K Cert 8634 . 6804 ParkeEastBivd..TampaFL 33610 Dato: October 18,2021 ®WARNING - Verdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, 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 designinto 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/YP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 5508 MYRTLE ST T25664885 77999 A7 ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, Ci9-11 6-1 6.00 12 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 15 10:02:39 2021 Page 1 5x6 = Scale=1:57.9 19 20 4x8 4x5 = 5 1 17 18 5x8 = 4x10 = 67 16EE 0 Irr rr 14 13 12 11 10x10 = .a — 4x6 = 10 9 3x8 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0A8 Vert(LL) -0.18 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.37 12-14 >934 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(CT) 0.03 16 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.05 11-12 >999 240 Weight: 209lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purtins, BOT CHORD 2x4 SP M 30'Excepe except end verticals. 4-10: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-14, 3-11 OTHERS 2x6 SP No.2 REACTIONS. (size) 14=0-8-0, 16=0-8-0 Max Horz 14=-125(LC 10) Max Uplift 14=-322(LC 12), 16=330(LC 12) Max Grav 14=1056(LC 1). 16=1066(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1599/575, 3-4=-1144/478, 4-5=1110/485, 5-6=-628/326, 6-15=141/627 BOT CHORD 12-14=-288/984, 11-12=-490/1613, 4-11 =-I 761573 WEBS 2-14=-1287/511, 2-12=-266/848, 3-12=-390/244, 3-11=771/280, 9-11=-242/779, 5-9=-411/211, 9-15=-275/874, 5-15=-374/67, 6-16=1177/445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, interior(1) 3-1-12 to 16-9-12, Extedor(2R) 16-9-12 to 19-9-12, Interior(1)19-9-12 to 29-0-0 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 This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) All plates are 3x4 MT20 unless otherwise indicated. sealed by Velez, Joaquin, PE 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurentwith any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members. document are not considered 8) Bearing at joints) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. signed and sealed and the 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 322 lb uplift at joint 14 and 330 lb uplift signature must be verified at joint 16. on any electronic copies. Joaquin Velez PE No.88182`- MTek USA; Inc.FL Ceit 8634; , 414Parke,Etisi 864.Tampa.FL.3361.0, Nate: October 18,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 properly 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 6904 Parke East Blvd. Safety IMornat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply MYRTLE ST T25664686 77999 AB ROOF SPECIAL 1 1 �5508 Job Reference o 6onal Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 15 10:02:412021 Page 1 1 D:YCOSdd bUYF64ZEYGLbJenPyTX8V-GMa37bpoPj82KfhUutkyUkzX?FBAQjcalbbWXHyTCHi i 5-10-0 11-8-0 16-7-8 17r0-0 - 'o 30.21 , 5-10-0 5-10-0 4-11.8 04-6 5.8-0 5-6-0 1.10-0 6.00 12 5x6 = 7 I� 0 113x4 II 10 9 3x4 II 3x8 = 3x4 11 3x4 11 Scale=1:71.2 30-2-0 i 5.10-0 11-6-0 16.7-8 224i-0 26-4-0 29-0,0 5-10-0 5.10-0 4118 8-0.6 5-6-0 1-2.0 Plate Offsets (X Y)— I8:0-2-0 0-2-01 [12:0-4-8,0-3-41 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 0.55 Vert(LL) -0.05 13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.11 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -MS Wind(LL) 0.05 13 >999 240 Weight: 225 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 `Except' 4-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 16=0-8-0, 8=0-8-0 Max Horz 16=-101(LC 10) Max Uplift 16=-324(LC 12), 8=-340(LC 12) Max Grav 16=1040(LC 1), 8=1182(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-988/396, 1-2=-935/338, 2-3=935/338, 3-4=-1069/449, 4-5=-1071/443, 6-8=-301/217 BOT CHORD 13-15=480/1356, 12-13=-481/1353, 4-12=184/585 WEBS 1-15=-455/1262, 2-15=357/201, 3-15=569/222, 3-12=638/235, 10-12=-283/728, 5-10=391/222, 8-10=-272/833, 5-8=-833/246 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Except: 10-0-0 oc bracing: 8-9 Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-M oc bracing: 9-10,7-8. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsfi h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-15, Interior(1) 3-1-15 to 16-9-12, Exterlor(21R) 16-9-12 to 19-9-15, Interior(1) 19-9-15 to 30-2-0 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 324 lb uplift at joint 16 and 340 lb uplift document are not considered at joint 8. signed and sealed and the 8) Graphical pufin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. signature must be Verified on any electronic copies. 'Joaquin Velez PE No.68182•: MTpk,USAJIfc.;EeR 8 L C834 „ - 8604 Parke East lik.,Tempa.FL33610' Dater October 18,2021 ®WARNING -Verify 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 101Tek® connectors. This design is based only upon parameters shown, 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 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 ANSUTP11 Quality Criteda, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 5508 MYRTLE ST T25664887 77999 A9 ROOF SPECIAL 1 1 Job Reference o floral unamners i fuss, t-on Pierce, I-L - 349M, B.430 a Aug 16 2021 MTek Industries, Inc. Fri Oct 15 10:02:42 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-kYSRLxgQAIGvypGhReFBOyVIDfWg992jXFK43kyTCHh s-10-o 13-8-0 17-0-0 22-M 28-4.0 3-62-0 s-to-g 6.10-0 3.4.0 5.8-0 541-0 1-to-0 6.00 F12 4x4 Scale=1:59.3 3x5 11 4x8 = 3x6 = 3x4 = 4x8 = 3x4 11 6x8 = 30-2-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.12 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.19 10-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.05 11 >999 240 Weight: 203lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-9-7 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. Except: WEBS 2x4 SP No.3 10-M oc bracing: 8-9 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 640-0 cc bracing: 7.8. WEBS 1 Row at midpt 1-14, 3-13, 5-8 REACTIONS. (size) 14=0-8-0, 8=0-8-0 Max Horz 14=-121(LC 12) Max Uplift 14=-330(LC 12), 8=-334(LC 12) Max Grav 14=1221(LC 18), 8=1358(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-14=1087/405, 1-2=1038/332, 2-3=1038/332, 3-4=1612/554, 4-5=1343/457, 6-8=-312/208 BOT CHORD 11-13=-337/1397, 10-11=-238/1024 WEBS 1-13=-450/1406, 2-13=-429/240, 3-13=512/170, 3-11=579/281, 4-11=264/964, 4-10=-75/260, 8-10=-319/1128, 5-8=-1291/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-15, Interior(1) 3-1-15 to 17-0-0, Exterior(2R) 17-0-0 to 20-0-3, Interior(1) 20-0-3 to 30-2-0 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically signed and 4) Provide adequate drainage to prevent water ponding. sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies Of this p 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 330 lb uplift at joint 14 and 334 lb uplift document are not considered at joint 8. signed and sealed and the 8) Graphical purlin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. Signature must be Verified on any electronic copies. Joaquin VelozA No.88182, MTTek USA; Inc. FL_ CeR AU , $804 Parke.Eait BIgIi .Tampa.FC 33610 Date: October 18,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, 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 MiT®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 ANSUTP11 Quality Cr/teda, DSB-89 end SCSI Building. Component 6904 Parke East Blvd. Safety lnfomradon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664888 77999 AA Roof Special 1 1 Job Reference o tionel Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:02:44 2021 Page 1 I D:YCOSddbUYF64ZEYGLbJenPyTX8V-gxG CmcrgieWcB7Q3Z7Hf6Na3NSBHdOhO_ZPB7cyTCHf i1-0-0� 8.4-0 15.8-0 17-0-0 22-0-0 29-0-0 30-2-0 '1-0-0' 7-" ' 7.4-0 1.4.0 5-8-0 5-8-0 1-10-0 6.00 12 5x6 = 3x4 2x3 II 4x4 = 4x12 = 5 Scala=1:59.0 23 13 24 3x4 = 1® 2 14 12 11 10 5x6 = 4x8 = 3x6 3x8 = 3x4 = 3x4 II 6x8 = 30-2-0 i 84-0 is-" zz-8-o 2e4-0 as-o-0 a-0-0 7.4-0 7-0-0 Plate Offsets (X,Y)— [2:0-3-0,0-2-01, [9:0-2-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.17 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.28 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wmd(LL) 0.04 12-14 >999 240 Weight: 216lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30 except and verticals. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 9-10 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-12, 2-15 REACTIONS. (size) 15=0-8-0, 9=0-8-0 Max Horz 15=-134(LC 12) Max Uplift 15=-333(LC 12), 9=-325(LC 12) Max Grav 15=1205(LC 18), 9=1351(LC 18) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1018/357, 3-4=1018/357, 45=1297/483, 5-6=1193/401, 7-9=285/198 BOT CHORD 12-14=240/1154, 11-12=-27111095 WEBS 2-14=-395/1244, 3-14=-458/259, 4-12=598/251, 5-12=260/897, 9-11=279/1129, 6-9=-1144/359, 2-15=10771496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1A2 to 1-0-0, Extedor(2R)1-0-0 to 4-0-3, Interior(1) 4-0-3 to 17-0-0, Extedor(2R) 17-0-0 to 20-0-3, Interior(1) 20-0-3 to 30-2-0 zone; cantilever 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. This item has been 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. electronically Signed and 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-M wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL = 1o.opsf. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint 15 and 325 Ib uplift Printed copies Of this p at joint 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquifi Velez_PE N6.68182' MTek USA; Inc:FL•Cert 6634 :i6iiI Part( Eest Blvd.,Tempa.FL 33810- Date:- October 18,2021 ® WARNING- Verify 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 properly incorporate this design into 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 ANS11rPl1 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664889 77999 B Hip 1 1 Job Reference o tional oars I cuss, Fort Pierce, FL - 349u2, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 15 10:02:46 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-dJNyAitxEGnKRRaSgQK7BogSRGp 51BJSlIHCVyTCHd 4S-0 8-6-0 15-2-0 21-10-0 28 6-0 L21: 1, 37-0.0 4.64 3-11-12 6-8.0 6-8.0 6 8-0 3-11-12 4-6-0 5x6 = 6.00 12 3x4 = 3x6 = 27 5 6 3x4 = 5x6 = 28 8 Scale=1:62.7 6x8 = _ 1V 10 -14 6x8 = 3x5 = 3x6 4x6 = 3x4 = 4x6 = 3x6 — 3x5 = 1-10-0 37-0-0 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 FBC2020rTP12014 CSI. TC 0.25 BC 0.61 WB 0.45 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Ud -0.17 15-17 >999 360 -0.38 15-17 >999 240 0.08 12 n/a n/a 0.11 15 >999 240 PLATES GRIP MT20 244/190 Weight; 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-13 REACTIONS. (size) 18=0-8-0, 12=0-8-0 Max Horz 18=117(LC 10) Max Uplift 18=-454(LC 12), 12=-404(LC 12) Max Grant 18=1369(LC 1), 12=1369(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3.4=17781617, 4-5=-1567/591, 5-7=-2376/842, 7-8=-15671591, 8-9=1778/617 BOT CHORD 17-18=38211253, 15-17=-691/2296, 13-15=-697/2296, 12-13=-376/1253 WEBS 3-17=-71/403, 4-17=-105/504. 5-17=-923/338, 6-15=0/262, 7-15=01262. 7-13=-923/338, 8-1 3=-1 05/504, 9-13=-71/403, 3-18=-1647/677, 9-12=-1647/677 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-6, Interior(1) 3-8-6 to 8-6-0, Exterior(2R) 8-6-0 to 13-8-13, Interior(1) 13-8-13 to 28-6-0, Exterior(2R) 28-6-0 to 33-8-13, Interior(1) 33-8-13 to 37-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 Ib uplift at joint 18 and 404 lb uplift using a Digital Signature. at joint 12._ Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.88162.' MiTek USA;Inc.FL Cart 6834 094Parko East Blvd.,7ampa,FL;3881D' Date: October 18,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. -- Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, 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 Criteda, USf"9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply 5508 MYRTLE ST ]Truss T25664890 77999 81 Hip 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:02:47 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTXBV-5WxKOeuZ?ZvB2a8eE8rMJ?CangBegQOShX2rkxyTCHc 5-6-4 10 6-0 18-6-0 26-6-0 i 31-5-12 37-0-0 5-6-0 4-11-12 B-0-0 8-" 4-11-12 5.6-4 Scale=1:62.7 5x8 = 3x4 II 5x8 = 4 24 25 a 26 27 6 3x5 = 6x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 6x8 = 3x5 = 1-10-0 37-0-0 i 1-0-0 10-6-018.6-0 28-6-0 i 35-2-0 3$¢0 1E-0 8_841 8-0-0 8-0-0 9.8-0 Plate Offsets (X,Y)— [4:0-6-0,0.2-8], [6:0-6-0,0-2.8], [10:0-3.8,0-3-0], [16:0-3-8,0-3-0] 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 0.40 Vert(LL) -0.14 13-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.24 13-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.09 13 >999 240 Weight: 195 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 16=0-8-0, 10=0-8-0 Max Horz 16=-144(LC 10) Max Uplift 16=-454(LC 12), 10=-404(LC 12) Max Grav 16=1548(LC 17), 10=1548(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-19861632, 4-5=-2216/786, 5-6=-2216/786, 6-7=1986/632 BOT CHORD 15-16= 444/1679, 13-15=-398/1802, 11-13=-39211705, 10-11=-039/1571 WEBS 3-15=-26/285, 4-15=0/292, 4-13=-218/673, 5-13=-497/281, 6-13=-218/674, 6-11=0/292, 7-11=-26/285, 3-16=-1763/738, 7-1 0=1 7631738 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-8-6, Interlor(1) 3-8-6 to 10-0-0, Exterior(211) 10-6-0 to 15-8-13, Interior(l) 15-8-13 to 26-6-0, Extedor(2R) 26-6-0 to 31-6-14, Interior(1) 31-6-14 to 37-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This item has been 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-M tall by 2-0-0 wide electronically signed and Will fit between the bottom chord and any other members, with BCDL = IO.Opsf. Sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 16 and 404 lb uplift using a Digital Signature. at joint 10. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquln Win PE No.118182- MiTekUSA;-6c_;FL•6rt66X , 8904 ParkeElist Blvd. TampaFL 33610;' Date: October 18,2021 ® WARNING- Verify 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 Mrrek® connectors. This design is based only upon parameters shown, 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 NliTek- is always required for stability and to prevent collapse with 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 QualityCdfarla, DSB-69 end SCSI Building Component 6904 Parke Fast Blvd. Saferylnfonnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type MYRTLE STT25664891 77999 B2 JQtyJPIyJ5508 Hlpob Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:02:49 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-1 u35pKvpXB9viul1 MYtgpQlz7TvdIM318rXxpgyTCHa i 6-6A 12-6-0 18$-0 24-6-0 30-5 3T-0-0 6-64 i 5.11-12 6-0-0 6-0-0 5-11-12 6.6.4 i a Scale=1:62.7 5x8 = 3x4 11 5x8 = 4 27 28 5 29 30 6 3x5 = 3x6 11 5x6 = 3x6 = 3x8 = 3x4 = 5x6 = 3x6 II 3x5 = 3x4 = 3x6 = 1-10-0 37-M 1-6.0 6-6-4 12.6-0 18$0 24$0 30.512 35.2-0 3 0 1.6.0 4-8.4 5-11-12 6-0-0 6-0-0 511.12 4.8.4 W. Plate Offsets (X,Y)— [4:0-6-010-2-8],[6:0-6-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.10 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.18 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.07 14 >999 240 Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2.4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 18=0-8-0, 10=0-8-0 Max Harz 18=-171(LC 10) Max Uplift 18=-154(LC 12), 10=-404(LC 12) Max Grav 18=1555(LC 17), 10=1555(LC 18) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2007/601, 3-4=-1886/634, 4-5=-18451696, 5.6=18451696, 6-7=1886/634, 7-8=-2007/601 BOT CHORD 15-17=-464/1864, 14-15=370/1712, 13-14=364/1619, 11-13=-458/1736 WEBS 4-15=-18/339, 4-14=-126/423, 5-14=-366/208, 6-14=-126/423, 6-13=181339, 2-17=57511708,8-11=-575/1704,2-18=-1390/576,8-10=1388/576 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf', BCDL=3,Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-8-6, Interior(1) 3-8-6 to 12-6-0, Extedor(2R) 12-6-0 to 17-8-13, interior(1) 17-8-13 to 24-6-0, Exterior(2R) 24-6-0 to 29-8-13, Interior(1) 29-8-13 to 37-0-0 zone; cantilever 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. This item has been 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. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL = 10.0psf. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 18 and 404 lb uplift Printed copies Of this p at joint 10, document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182> MiTlik.USA;Inc..FLCirtAU, , Bt104 Parke 6.st Bind. Tampa, FL 33610 DOW- October 18,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. -- Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quaft CrKeda, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664892 77999 B3 ROOF SPECIAL 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 2-10.8 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:02:50 2021 4-1G-0 4-5-8 45-8 4x4 = 3x4 = 5x6 = 4 16 1718 5 19 6 3x4 II 6x10 = 5x12 = 4x8 = 3x4 II Scale=1:52.4 LOADING (pso 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/TPI2014 CSI. TC 0.83 BC 0.64 WB 0.61 Matrix -MS DEFL, Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defi Ud -0.27 10-11 >999 360 -0.55 10-11 >617 240 0.05 14 n/a n/a 0.14 10-11 >999 240 PLATES GRIP MT20 244/190 Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-11: 2x4 SP M 30 8-5-11 oc bracing: 10-11. OTHERS 2x6 SP No.2 REACTIONS. (size) 12=0-8-0, 14=0-5-8 Max Horz 12=-108(LC 10) Max Uplift 12=-308(LC 12), 14=306(LC 12) Max Grav 12=1196(LC 17), 14=1145(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1177/358, 1-2=3128/899, 2-0=-3840/1161, 3.4=1747/624, 4-5=1533/604, 5-6=-11581500, 6-7=-13371486 BOT CHORD 10-11=740/2082, 9-10=-469/1439, 8-9=-112/274 WEBS 1-11=-895/3206,2-11=-1809/613, 3-11=-405/1700, 3-10=-631/321,4-10=-119/556, 5-9=467/187, 6-9=21/373, 7-9=268/961, 7-14=1241/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-1-12 to 2-10-8, interior(1) 2-10-8 to 12-6-8, Exterior(2R) 12-6-8 to 15-6-11, Interior(1) 15-6-11 to 21-5-8, Exterlor(2R) 215-8 to 24-5-11, Interior(1) 245-11 to 28-2-4 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rein loading requirements specific electronically signed and to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live.load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Bearing atjoint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered capacity of bearing surface. signed and sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 12 and 306 lb uplift signature must be verified at joint 14. on any electronic copies. Joaquin Velez:PE No.68182 !MTek,USA; Inc. FL� Cert 6634 , 6904 Parke East Bivd..Tampa F'1 33610 Date: October 18,2021 ® 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 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 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 ANSVTP/1 Quality Criteria, OSB-89 and SCSI Building Compooerd 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply 5508 MYRTLE ST T25664893 77999 B4 Roof Special 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:02:52 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-RTIDRMyfg6XU9M1clhRXQ3wUhuyVf BgplCQ9yTCHX 4-10.8 9-B•8 146-9 19-5-8 23-10.12 28-0-0 30-2-0 4-10.8 4-10-0 4-10-0 4-11-0 4-5-0 4-5-4 1-10.0 Scale=1:52.5 4x4 = 4 18 19 20 4x8 = 30 11 012 = 3x6 = 3x8 = 5x8 = 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 Stress Incr YES Code FBC2020fTP12014 CSI. TC 0.80 BC 0.51 WB 0.88 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl L/d -0.23 10-12 >999 360 -0.60 10-12 >682 240 O.t14 15 n/a n/a 0.11 10-12 >999 240 PLATES GRIP MT20 244/190 Weight: 184lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc puffins, BOT CHORD 2x4 SP M 30 except and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (size) 13=0-8-0, 15=0-8-0 Max Horz 13=-121(LC 10) Max Uplift 13=311(LC 12), 15=-303(LC 12) Max Grav 13=1055(LC 1), 15=1020(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1023/394, 1-2=2174/763, 23=2579/954, 34=13361585, 45=1142/567, 5-6=1173/527, 6-7=-1351/572 BOT CHORD 10-12=-629/1556, 9-1 0=-3 36/995, 8-9=-83/257 WEBS 1- 1 2=-797/2302, 2-12=1359/559, 3-12=-285/954, 3-10=-559/306, 4-10=-92/363, 5-10=-108/330, 6-9=-263/206, 7-9=-404/947, 7-15=-1121/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-1-12 to 3-1-15, Interior(1) 3-1-15 to 14-6-8, Extedor(2R) 14-6-8 to 17-6-11, Interior(1) 17-6-11 to 19-", Exterior(2R) 19-5-8 to 22-5-11, Interior(1) 22-5-11 to 28-2-4 zone; cantilever 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 This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed copies Of this 7) Bearing atjoint(s)15 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify document are not Considered capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 311 lb uplift at joint 13 and 303lb uplift signed and sealed and the at joint 15. signature must be verified on any electronic copies. Joaquin V®Iez PE No.6187': UTckUSA;•Inc.FL;der 6834, 6804 Parka EastBlvti ,Tampa FL 33610- .Date: October 18,2021 ® WARNING -verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, 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 ANSUfPIf Quality CRferla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Grain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664894 77999 B5 Roof Special 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 Mi rek Industries, Inc. Fri Oct 1510:02:54 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-Oss slzyLjnCOfB 86T?WU?mTUY4zZ)U17EiU1yTCHV i 6.10-8 11.8-8 16.6-0 97-5-$ 22-ta12 284.0 3a2-o ' 6.10.8 ' 4-10.0 ' 4-10-0 11 5S4 S-5-4 1-10-0 4x4 = 4x5 = 4 5 3x4 II 4x12 = 4x6 = 30 = 3x4 = 30 II 3x4 = 30-2-0 Scale = 1:56.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CS1. TC 0.50 BC 0.59 WB 0.86 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in ([cc) I/deft Lid -0.33 11-13 >999 360 -0.59 11-13 >581 240 0.02 17 n/a n/a 0.10 11-13 >999 240 PLATES GRIP MT20 244/190 Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-4 cc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x6 SP No.2 REACTIONS. (size) 14=0-8-0, 17=0-8-0 Max Horz 14=134(LC 11) Max Uplift 14=-314(LC 12), 17=-000(LC 12) Max Grav 14=1172(LC-17), 17=1136(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=1093/397, 1-2=-2166/656, 2-0=2547/820, 3-4=-1252/508, 4-5=1075/494, 5-6=-1259/507, 6-7=-666/277, 7-15=-168/725 BOT CHORD 11-13=499/1599, 10-11=-28711124, 9-10=346/1092 WEBS 1-13=-691/2317, 2-13=1373/534, 3-13=-263/1076, 3-11=-710/312, 4-11=-1601611, 5-1 0=-1 29/267. 9-15=-333/1038, 6-15=-685/183, 7-17=12251397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-1-12 to 3-1-15, Interior(1) 3-1-15 to 16-6-8, Extedor(2E) 16-6-8 to 17-5-8, Exterior(2R) 17-5-8 to 20-5-11, Interior(1) 2D-5-11 to 28-2-4 zone; cantilever 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 This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Printed copies of this 7) Bearing atjoint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document capacity of bearing surface. are not considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 14 and 300 lb uplift signed and sealed and the at joint 17. signature must be verified on any electronic copies. JoaquidVelez PE No.68182.' MiTek,USA, inc. ,FL• Cirt 6634 0tiO4Park® Ea4bIvd.:TampaTL 33610 Dais: October 18,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. • Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overell 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 in= systems, see ANSVTPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saferylrrformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664895 77999 86 Roof Special 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 6.00 F12 8.430 s Aug 16 2021 Mi rek Industries, Inc. Fri Oct 1510:02:56 2021 Page 1 4-0-12 5.8-0 4x4 = 5x6 = 3x10 = 46 = 3x6 = 3x4 = 3x4 11 30-2-0 Scale=1:55.0 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 0.38 BC 0.47 WB 0.96 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Lid -0.15 10-12 >999 360 -0.26 12-13 >999 240 0.03 16 n/a We 0.06 10-12 >999 240 PLATES GRIP MT20 244/190 Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (size) 13=0-8-0, 16=0-8-0 Max Horz 13=127(LC 11) Max Uplift 13=-318(LC 12), 16=-296(LC 12) Max Grav 13=1159(LC 19), 16=1144(LC 18) FORCES, (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1860/582, 3-4=-2155/714, 4-5=1216/499, 5-6=1227/485, 6-7=674/277, 7-14=-155/721 BOT CHORD 12-13=-338/1192, 10-12=-419/1466, 9-10=336/1115 WEBS 2-13=-1429/518, 2-12=-264/1046, 3-12=-1116/419, 4-12=-220/912, 4-10=-678/284, 5-10=-266/843, 9-14=-32211059, 6-14=701/174, 7-16=1234/384 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf,, h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-15, Interior(1) 3-1-15 to 17-0-0, Exterior(2R) 17-0-0 to 20-0-3, Interlor(1) 20-0-3 to 28-2-4 zone; cantilever 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 This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Printed COPIeS Of this 7) Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not Considered capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 Ib uplift at joint 13 and 296 lb uplift signed and sealed and the at joint 16. signature must be verified on any electronic copies. Joaquin Velez PE 146.68182• MTek,USA; Inc. FLr Ct6634� 6904 Parke East B(vd. Tampa FL :33611Y Date:. October 18,2021 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 properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tamps, FL 36610 Job Truss Truss Type City Ply 5508 MYRTLE ST T25664896 77999 B7 Roof Special 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 15 10:02:57 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPlaX8V-oRY6U3?gee9mF7vZgEO176dlihfnAwOw 4TN5MyTCHS 5-Sd 10-10-84 17-M zz-8-0 284-0 30-2-0 55-0 SS-6-1-e 5.8-0 5-e-o 1-1ao 04 = 6.00 12 Scale=1:59.0 3x4 II 4x8 = 2x3 11 3x6 = 3x8 = 3x4 = 3x4 11 6x8 = 30-2-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.06 13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.12 11-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code F802020/TP12014 Matrix -MS Wind(LL) 0.05 13 >999 240 Weight: 196 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 8-9 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. REACTIONS. (size) 15=0-8-0, 8=0-8-0 Max Horz 15=-116(LC 10) Max Uplift 15=-318(LC 12), 8=-339(LC 12) Max Grav 15=1032(LC 1), 8=1189(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-983/389, 1-2=-942/336, 2-3=9421336, 3-4=-1063/437, 4-5=1063/440, 6-8=-272/203 BOT CHORD 13-14=-443/1417, 11-13=- 44/1414, 10-11=-286/912 WEBS 1-14=-452/1269, 2-14=324/182, 3-14=640/241, 3-11=675/257, 4-11=172/570, 8-10=-294/966,5-8=-1003/370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and G-C Extefior(2E) 0-1-12 to 3-1-15, Interior(1) 3-1-15 to 17-0-0, Extedor(2R) 17-0-0 to 20-0-3, Interior(1) 20-0-3 to 30-2-0 zone; cantilever 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 This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonrwncurrent With any other live loads. sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed copies Of this p 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 15 and 339 lb uplift document are not considered at joint 8. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Signed and sealed and the signature must be verified on any electronic copies. Joaquin VNoi PE No.88182, MiTek,USA;1r 1c. FL Cirt'8834 . 89 4Parke�EiIitBlvd.TimpaFL33610 Date: October 18,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 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 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 fabdca8on, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/iP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMonnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City, Ply 5508 MYRTLE ST 7Br. T25664897 77999 Roof Special 1 1 Job Reference (optional) Chambers -truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:02:58 2021 4x4 = Scale = 1:59.3 6.00 12 3x4 11 4x8 = 3x6 = 4x8 = 3x4 II 30 = 6x8 = 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 FBC2020rrP12014 CS1. TC 0.83 BC 0.40 WB 0.62 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defi Ud -0.14 10-11 >999 360 -0.22 10-11 >999 240 0.02 8 n/a n/a 0.05 11 >999 240 PLATES GRIP MT20 244/190 Weight: 200lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. Except: WEBS 2x4 SP No.3 10-M oc bracing: 8-9 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-M oc bracing: 7-8. WEBS 1 Row at midpt 3-13, 5-8 REACTIONS. (size) 14=0-8-0, 8=0-8-0 Max Horz 14=-102(LC 10) Max Uplift 14=-325(LC 12), 8=332(LC 12) Max Grav 14=1203(LC 18), 8=1356(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1078/399, 1-2=-1039/331, 23=1039/331, 3-4=-1677/576, 45=1305/446, 6-8=-272/194 BOT CHORD 11-13=-358/1469, 10-11=-234/1012 WEBS 1- 1 3=-448/1405, 2-13=-402/225, 3-13=-580/184, 3-11=576/284, 4-11=276/995, 4-10=-58/269, 8-10=-317/1137, 5-8=-1299/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-1-12 to 3-1-15, Interior(1) 3-1-15 to 17-0-0, Extedor(2R) 17-0-0 to 20-0-3, Interior(1) 20-0-3 to 30-2-0 zone; cantilever 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 This item has been to the use of this truss component. electronically signed and 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Using a Digital Signature. 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 printed copies of this p 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 325 lb uplift atjoint 14 and 332 lb uplift document are not considered at joint 8. signed and sealed and the 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Signature must be verified on any electronic copies. Joaquin Velei PE No.68182 MiTek,USA Inc:FL�Cert8634' 89D4 Paulo East Blvd. TiimpaFL33610 Dato_: October 18,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE -- Design valid for use only with Mlrek® connectors. This design is based only upon parameters shown, 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 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 ANSUrp11 Qualify Crfteda, DSB-89 and BCS/ Building Component 6904 Parke Fast Blvd. Safety Udormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tamps, Fl. 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664898 77999 B9 Roof Special 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34962, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:02:59 2021 Page 1 ID:YCOSddbUYF64ZEYG LbJen PyTXBV-kpgtv115AFPUVQ3yxf3ADXldcVJ beoODROyT9FyTCHQ 0•�8 7-6-8 14-10-8 17�0 22-8-0 28.4-0 W-2-0 0-` I 7 41 74-0 2-1.8 5A-0 5-8.0 1-10-0 3xri = 9:a 6.00 12 4x4 = 402 = 3x5 11 4x8 = 3x6 = 3x8 = 3x4 = 3x4 11 6x8 = Scale=1:59.0 30-2-0 7$8 1a•10-9 22-9-0 284-0 L7 $9-0-0 7-EB 4 7-" 6-8_0 1-2-0 Plate Offsets (X,Y)— [8:0-2-4,0-2-4] LOADING (psf) SPACING- 2-" CSI. DEFL in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0A1 Vert(LL) -0.10 13-14 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.18 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Wind(LL) 0.04 11-13 >999 240 Weight: 205 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 8-9 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-11, 1-14 REACTIONS. (size) 14=0-8-0, 8=0-8-0 Max Horz 14=-136(LC 12) Max Uplift 14=-334(LC 12), 8=-324(LC 12) Max Grav 14=1208(LC 18), 8=1344(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=10051330, 2-3=-1005/330. 3-4=1400/499, 4-5=-11621391, 6-8=284/198, 1-14=-1060/410 BOT CHORD 11-13=265/1224, 10-11=-266/1093 WEBS 1-13=-445/1352, 2-13=-467/260, 3-13=-3381138, 3-11=583/261, 4-11=-267/949, 8- 1 0=-273/1132, 5-8 =- 11441355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-15, Intedor(1) 3-1-15 to 17-0-0, Extedor(2R) 17-0-0 to 20-0-3, Interior(1) 20-0-3 to 30-2-0 zone; cantilever left and right exposed ;C-C for members and forces 8, 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 This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.0psf. Printed copies Of this p 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint 14 and 324 lb uplift at joint 8. document are not considered 8) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. signed and Sealed and the signature must be verified on any electronic copies. Jtiaquin Vela: PE No.68182• MTek,LISA; Int.-FL Ccrt 6834, 004 Parke East Blvd. Tampa.FJ6 3a610 Oatc October 18,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MfiEK REFERENCE PAGE Mil-7473 rev. SM M2020 BEFORE USE ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, 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 ANS17PN Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664899 77999 C Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:03:02 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-90L?Xm3zTAo3MuoXcnctgAK6dLVrLOg7MA7mayTCHN i 4— 8-0-0 15-10-0 19-9-12 24-" 4-6-4 3-11-12 74-0 3-11-12 4-6-4 08 = 20 21 22 23 4x6 = Scale=1:40.9 I� 12 9 3x4 = 3x4 = 3x6 11 5x6 = 3x8 = 3x5 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.14 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.28 10-11 >895 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.13 10-11 >999 240 Weight: 115lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-10 REACTIONS. (size) 12=0-8-0, 9=0-8-0 Max Horz 12=-107(LC 10) Max Uplift 12=-317(LC 12), 9=-264(LC 12) Max Grav 12=900(LC 1), 9=900(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=574/130, 2-3=881/315, 3-4=-014/338, 4-5=818/358, 5-6=-920/341, 6-7=-880/316, 7-8=-572/155 BOT CHORD 1-12=-169/651, 11-12=174/671, 10-1 1=-187/81 1, 9-10=-170/649, 8-9=170/649 WEBS 2-12=-750/432, 7-9=751/439 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; End., GCpj=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-6-0, Extedor(211) 8-6-0 to 12-8-15, Interior(1) 12-8-15 to 15-10-0, Exterior(211) 15-10-0 to 19-11-11, Interior(1) 19-11-11 to 24-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 12 and 264 lb uplift using a Digital Signature. at joint 9. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JdAujri Veloi PE No.68182, MiTok JSA;Ine.FL&A'6634•. 004 Park®.East 814'7empat L,33818 Data: October 18,2021 ®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 MTek@ connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Sarefyinismradon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664900 77999 C1 Hip 1 1 Job Reference o tional cnamoers I russ, Tort Fierce, t-L - 34862, 8.430 s Aug 16 2021 MITeK Industries, Inc. Fri Oct 15 1 U:U3:03 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-dbvOI64b EUwwr2N)AV76NNtHj6fvaoKpMOwhlOyTC HM 5_64 10-6-0 13-10-0 18-9.12 24-4-0 5-6.4 4-11-12 3-4-0 411-12 5-8-0 4x8 = 4x4 = Scale=1:41.4 3x4 = 3x5 11 axo 3x4 = 3x8 = 3x5 II ax4 180 1 1 10-6-0 13-10-0 22-6-0 22 1 0 244-0 1-2-0 0 8-0-0 3-4 0 8-8-0 -0- 1-6-0 Plate Offsets (X,Y)— [1:0-2-0,Edge], [4:0-5-4,0-2-01, [8:0-2-0,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.16 10-11 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0A8 Vert(CT) -0.24 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.14 10-11 >999 240 Weight: 119 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 9=0-8-0 Max Horz 13=-132(LC 10) Max Uplift 13=-317(LC 12), 9=-264(LC 12) Max Grav 13=900(LC 1), 9=900(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-699/160, 2-3=955/361, 3-4=-8351326, 4-5=718/346, 5-6=-835/326, 6-7=-955/361, 7-8=-698/179 BOT CHORD 1-13=-214/749, 11-13=219/768, 10-11=-137f717, 9-10=-214/749, 8-9=-214P749 WEBS 2-13=-636/447, 7-9=-636/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3.0-0, Interior(1) 3-0-0 to 10-6-0, Exterior(2E)10-6-0 to 13-10-0, Extedor(2R) 13-10-0 to 18-0-15, Interior(1)18-0-15 to 24-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This Item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonrwncurrent 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 13 and 264 lb uplift using a Digital Signature. at joint 9. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Vpiaz PE No.88182 MiTak.USA;,Inc: FL dert8634,,. 6804 Parki East Blvd Tampa FL 93870' D8t8:. October 18,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/202D BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate thls design Into the overall building design. Bracing indicated is to prevent buckling of individualtruss 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 ANSk7P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 5508 MYRTLE ST T25664901 77999 C2 ATTIC 3 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:03:10 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-wxg1DVA_aeowJ7P34Tlm9sfP7xyllugrzc6Z26yTCHF 4-3-6 8-0-4 10-3-17 1 1 11 12-2-0 13-0-8 4-0- 16-3-12 20-0.11 24-0-0 436 3.8-14 237 7-1 2.3-7 ill L 148-0 4.1 — Scale=1:42.9 I 9-8-0 i 3x4 = 3.4 = 5 7 6.00 12 2x3 II 25 16 26 2x3 II 4 24 3x4 11 8 4x5 i 4x5 3 9 2x3 II 23 27 2x3 II 2 10 1 11 I$ 15 14 13 12 3x4 = 3x4 = 6x8 = 6x8 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.42 13-14 >590 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.74 13-14 >335 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) -0.18 14-15 >999 240 -.Weight: 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 12=0-8-0 Max Horz 15=-153(LC 10) Max Uplift 15=-153(LC 12), 12=147(LC 12) Max Grav 15=1149(LC 18), 12=1102(LC 19) FORCES. (lb) -Max. CompJMax. Ten. -.All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1432/122, 45=1208/185, 5-6=30/625, 6-7=-73/582, 7-8=1170/182, 8-9=-1413/139 BOT CHORD 14-15=33/1225, 13-14=0/1208,12-13=82/1051 WEBS 8-13=0/412, 9-13=13/259, 4-14=0/374, 5-16=1846/274, 7-16=4846/274, 3-15=-1579/286, 9-12=-1558/306 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=4.2pst,, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3.0-0, Interior(1) 3-0-0 to 12-2-0, Extedor(2R)12-2-0 to 15-2-0, Intedor(1) 15-2-0 to 244-0 zone; cantilever 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. This item has been 4) 180.0Ib AC unit load placed on the top chord, 9-8-0 from left end, supported at two points, 2-6-0 apart. 5) The Fabrication Tolerance at joint 14 = 0%, joint 13 = 0% electronically signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Velez, Joaquin, PE 7) ' This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed copies Of this 8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-16, 7-16 9) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 document are not considered 10) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 153 lb uplift atjoint 15 and 147 lb uplift signed and sealed and the at joint 12. signature must be verified 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. On any electronic Copies. `Joaquin Vetu;PE No.68182 iMT}k;USA; Inct;FC.•Cort8834;•.. ;6904'Parki East 811!d..Talnpa.FL:33810' Data: October 18,2021 ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MITeW connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into 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 ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664902 77999 C3 ATTIC 2 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:03:12 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-sJyneBBE6 F2eYQZSCuoEEHlkTkocBn Q8QwbflyTCHD 4�-6 t}-0-4 10-3-11 1 -11 12-2-0 13.4-8 4-0- 16-3-12 22-7-12 4-3-6 3.8-14 2-3-7 7-1 1-2-8 1-2-8 7-1 237 6-0-0 4x6 = Scale=1:43.9 3x4 = 3x4 = 5 7 6.00 12 2X3 II 20 14 21 2x3 ll 4 1g 3x4 11 8 2x3 22 3 2x3 11 18 Sx6 9 2 1 IN �1 O 13 12 11 10 45 = 2x3 II 5x6 = 6x8 = 3x4 11 1 6 0 1 10 8-04 16-3-12 22-7-12 1-6 0 0.4• 6-2-4 843-8 64-0 Plate Offsets (X Y)— f1:0-1-0 Edge] [9:Edge 0-1-121 [11:0-3-8 Edge] [12:0-3-0 0-3.4] 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 0.91 Vert(LL) -0.52 11-12 >479 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.94 11-12 >264 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MS Wmd(LL) 0.24 11-12 >999 240 Weight: 105lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 2-2-0 oc bracing: 11-12. REACTIONS. (size) 10=0-5-12, 13=0-8-0 Max Horz 13=141(LC 11) Max Uplift 10=-106(LC 12), 13=-154(LC 12) Max Grav 10=999(LC 19), 13=1153(LC 18) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-889/0, 2-3=1330/141, 3-4=-1389/147, 4-5=1224/218, 5-6=1131717, 6-7=-1521707, 7-8=1179/218, 8-9=1440/147, 9-10=972/184 BOT CHORD 1-13=-21/1001, 12-13=69/1107, 11-12=-43/1212, 10-11=-167/257 WEBS 3-12=-22/328, 4-12=-5/282, 8-11=0/358, 5-14=-1988/412, 7-14=-1988/412, 9-11=0/1118, 2-13=-1083/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-2-0, Extedor(2R) 12-2-0 to 15-2-0, Interior(1)15-2-0 to 22-6-0 zone; cantilever 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. This item has been 4) 180.01b AC unit load placed on the top chord, 9-8-0 from left end, supported at two points, 2-6-0 apart. 5) The Fabrication Tolerance at joint 11 = 8% electronically signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed copies Of this 8) Ceiling dead load (5.0 psf]) on member(s). 4-5, 7.8, 5-14, 7-14 document are not considered 9) Bottom chord five load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 10 and 154 lb uplift signed and sealed and the at joint 13. signature must be verified 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. On any electronic copies. Joaquiri Velez PE No.68182: MTek,USA, Inc. FL Cent 8634, , ;690dPi rke East Bfvd..Tampa FL 88610' Date: October 18,2021 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply 5506 MYRTLE ST T.rUs' T25664903 77999 HIP 1 1 Job Reference (optional) oars I cuss, con Pierce, FL - 34962, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:03:15 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-GuewGD D7PAQDPuHOtOLxsvNNnyoxO5ra7ugKkJyTCHA 4frd 8-6.0 15-2-0 21-10-D 26.9.12 30-4.0 4b-4 3-11-12 6-8-0 6-8-0 3.11-12 4-6 4 4x8 = 2x3 11 48 = 24 0 25 6 Scale = 1:51.2 16 la 13 — 11 10 3x4 = 6x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 6x8 = 3x4 = 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 0.33 Vert(LL) -0.06 13 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.12 11-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) -0.04 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.15 11-13 >999 240 Weight: 159lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid Ceiling directly applied or 5-10-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 16=0-8-0, 10=0-8-0 Max Horz 16=412(LC 10) Max Uplift 16=-730(LC 12), 10=679(LC 12) Max Grav 16=1122(LC 1), 10=1122(LC 1) FORCES. (ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3.4=1336/1787, 4-5=4570/2139, 5-6=-1570/2139, 6-7=-1336/1788 BOT CHORD 15-16=1214/970, 13-15=1475/1154, 11-13=1470/1154, 10-11=1209/970 WEBS 3-15=-322/276,4-15=-318/176, 4-13=591/555, 5-13=-413/229, 6-13=-591/555, 6-11=318/176, 7-11=-322/276, 3-16=1272/1469, 7-10=-1272/1469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-6, Interior(1) 3-0-6 to 8-6-0, Extedor(2R) 8-6-0 to 12-9-8, Interior(1) 12-9-8 to 21-10-0, Exterior(2R) 21-10-0 to 25-10-14, Interior(1) 25-10-14 to 304-0 zone; cantilever left and right 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) Provide adequate drainage to prevent water ponding. This item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, electronically signed and 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 sealed by Velez, Joaquin, PE Will fit between the bottom chord and any other members. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 16 and 679 lb uplift Printed copies of this p at joint 10. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez"PE No.66182 MTok USA, Inc, FL'Ceft`8834 , 6604park,0,611i Bivd:.Tampa FL 33610' D_ at_o: October 18,2021 WARNING- Verify 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 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 iviiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see ANSIM11 Quafl& Criteria, DS849 and BCSI Balloting Component 6904 Parke Fast Blvd. Safelylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 5508 MYRTLE ST T256649D4 77999 D1 HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:03:17 2021 Page 1 I D:YCOSddbUYF64ZEYGLbJenPyTX8V-DHIghvFNxngxfCRP?RN PxKSbflNGs5DtaCJQoCyTCH8 i S 6d 10 6-0 i 15-2-0 i 19-10-0_ 24 A 30-4-0 5-6-4 411-12 4-8-0 4-8-0 411-12 56.4 Scale=1:51.2 4x5 = 3x4 = 4x5 = 4 523 24 6 4x5 = 3x6 II 3x8 = 4x8 = 3x8 = 3x6 11 4x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.40 11-13 >801 360 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.66 11-13 , >481 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Wind(LL) 0.62 11-13 >519 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 10=0-8-0 Max Horz 14=-138(LC 10) Max Uplift 14=-730(LC 12), 10=-679(LC 12) Max Grav 14=1213(LC 2), 10=1213(LC 2) 30-" 2800-0 t-60 PLATES GRIP MT20 244/190 Weight: 148 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1007/1240, 2-3=-1367/1619, 3.4=-1371/1732, 4-5=-1221/1636, 5-6=-1221/1636, 6-7=-1371/1732,7-8=-1367/1619,8-9=1008/1240 BOT CHORD 1-14=-1267/1086, 13-14=-1272/1086, 11-13=1470/1301, 10-11=1267/1087, 9-10=-1267/1087 WEBS 4-13=-549/351, 6-11=-549/351, 2-14=-894/859, 8-10=-894/859 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-M to 3-0-6, Interior(1) 3-0-6 to 10-M, Extedor(2R) 10-6-0 to 14-9-8, Interior(1) 14-9-8 to 19-10-0, Extedor(2R) 19-10-0 to 24-1-8, Interior(1) 24-1-8 to 30-4-0 zone; cantilever left and right 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) 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-M 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 730 lb uplift at joint 14 and 679 lb uplift at joint 10. I� 0 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Volei PE No.6$19& MTek,USA; lnc. FL' CiR 6814 fi904 Parki East Blvd. TampafL 33610- Dato: October 18,2021 ® WARNING- Verify 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 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 buss systems, see ANSUTPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyirrfmmadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664905 77999 D2 HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8A30 s Aug 16 2021 MITek Industries, Inc. Fri Oct 1510:03:20 2021 Page 1 ID.YCOSddbUYF64ZEYGLbJenPyTX8V-dsRpJwHGE13W WfA_gZx6Zz46JzNT3QYJG9X4PXyrCH5 6-6.4 12-6.0 17-10-0 23.9-12 304-0 6-64 5-11-12 54-0 5-11-12 6-6-4 Scale=1:51.0 4x8 = 4x5 = 4 24 25 26 27 5 Iv 0 3x5 = 3x6 11 2x3 II 3x4 = 3x6 = 3x8 = 2x3 II 3x6 II 3x5 = 304-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. In (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.22 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.44 13-14 >733 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) -0.04 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.50 13-14 >646 240 Weight: 155 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-11-14 o , bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 9=0-8-0 Max Horz 15=-164(LC 10) Max Uplift 15=-730(LC 12), 9=-679(LC 12) Max Grav 15=1122(LC 1). 9=1122(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1053/1392, 2-3=-1291/1701, 3-4=1180/1607, 4-5=-1017/1521, 5-6=-1181/1608, 6-7=-1290/1701, 7-8=1053/1391 BOT CHORD 1-15=-1366/1053, 14-15=-1371/1053, 13-14=1371/1053, 11-13=1273/1017, 10-11=-1365/1053, 9-10=-1365/1053, 8-9=1365/1053 WEBS 4-13=508/268, 5-11=-497/269, 2-15=-594/673, 7-9=-594/673 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-6, Interior(1) 3-0-6 to 12-6-0, Extedor(211) 12-6-0 to 16-9-8, interior(1)16-9-8 to 17-10-0, Exterior(21R)17-10-0 to 22-1-8, Interior(1) 22-1-8 to 30-4-0 zone; cantilever left and right 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 This item has been to the use of this truss component. electronically signed and 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. Will fit between the bottom chord and any other members. Printed Copies of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 15 and 679 Ito uplift document are not Considered at joint 9. signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE ho.-Il 2, MiTek.l1SA, Inc. FL° Cen 6834 6904 Parke East 814.7rimpa.FL 338* Date:" October 18,2021 ® WARNING- Verity 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 Ouallfy Critsrla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type city Ply 5508 MYRTLE ST T25664906 77999 DGE Monopitch Supported Gable 1 1 Job Reference (optional) Lmamoers truss, Tort Pierce, hL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 15 10:03:22 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPM8V-ZFZZkcJWIKJDIzKNn zaeO9cjmEmXPQckTOBTPyTCH3 1-9-7 1-11r1 3-0 5 3 1-14 4 9 12 1-9-7 0-1-9 1-1-4 0.1-9 1-7-14 Scale=1:19.2 8 7 6 5 3x8112x 11 2x3 11 3x4 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrPI2014 CSI. TC 0.22 BC 0.07 WB 0.11 Matrix-R DEFL. in (loc) Well L/d Vert(LL) n/a n/a 999 Vert(CT) n/a - Na 999 Horz(CT) -0.00 5 n/a file PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 4-9-12. (lb) - Max Horz 8=82(LC 12) Max Uplift All uplift 100 lb or less at joints) 8, 5, 6 except 7=138(LC 12) Max Grav All reactions 250 lb or less at joint(s) 8, 5, 6, 7 FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-252r73, 1-2=-339/102 WEBS 3-6=-120/298, 2-7=127/361 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) 0-1-12 to 3-1-12, Extedor(2N) 3-1-12 to 4-8-0 zone; cantilever left and right exposed ;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/rPI 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. This item has been 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' for live load bottom in 3-M by 2-0-o electronically signed and 8) This truss has been designed a of 20.Opsf on the chord all areas where a rectangle tall wide will fit between the bottom chord and any other members. sealed by Velez, Joaquin, PE 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5, 6 except using a Digital Signature. Qt=lb) 7=138. Printed Copies Of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin VelerPE No.018P WiTek,USA;InC. FL Cent 6634 ,6904'Parke-East Bivd.'Tampa.FL 33610 Dater October 18,2021 ® 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 MT" connectors. This design is based only upon parameters shown, 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 6904 Parke East Blvd. Safelylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664907 77999 E COMMON 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:03:28 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-OOwq?fNHL93NTunW8F4_ufPfTBEVx8rU6PTWg3yTCGz 10.7-8 6-1-8 US = I� d 2x3 11 2x3 11 Scale=1:21.0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.14 6-7 >649 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.09 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MS Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 6=0-8-0 Max Horz 7=66(LC 11) Max Uplift 7=-272(LC 12), 6=200(LC 12) Max Grav 7=413(LC 1), 6=373(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-203/295, 3-4=201/294 WEBS 2-7=-294/134, 4-0=281/98 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3,Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-6-0, ExtedDr(2R) 5-6-0 to 8-6-0, Intefior(1) 8-6-0 to 10-7-8 zone; cantilever left and right 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) ' 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. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 7=272, 6=200. @I@CtrOfllCallY signed and g sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquiri Velez PE No.88182• MiTik USA;4ric. FL, Cart 8834., , 6904 Parkti Eabt Blvti.SampaFl :93810, Date: - October 18,2021 ®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 MTek® connectors. This design 15 based only upon parameters shown, 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 Mew always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSV7Pll Quality Criteria, OSB-89 and BCSI Building Component 69114 Parke East Blvd. Safetylidiormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Jab Truss Truss Type city Ply 5508 MYRTLE ST T25664908 77999 GR2 Common Girder 1 1 Job Reference optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:03:46 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPDX8V-ss?empbZ6hKpdt9_B1PCcR9tDSDf9328FCgTJOyTCGh 4 5-0 8-3-8 12-2-0 17-3-2 _ 22-7-12 4-5 0 3-10.8 3-10-8 5-1-2 5.4-10 1 4x4 11 3x4 = 6x8 = ox6 = nu6zo bx6 = 7x8 = nuZD[o nub/0 6x8 = nu"Zo 7x8 11 HUS26 HUS26 HUS26 HUS26 12-2-0 Scale=1:43.9 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 FBC2020rrPI2014 CSI. TC 0.44 BC 0.95 WB 0.96 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.11 10-12 >999 360 -0.20 10-12 >999 240 0.04 8 n/a n/a 0.11 10-12 >999 240 PLATES GRIP MT20 244/190 Weight: 290 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc pudins, BOT CHORD 2x6 SP No.2 `Except except end verticals. 8-11: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 `Except 7-8: 2x6 SP No.2, 7-9: 2x4 SP M 30 REACTIONS. (size) 13=0-8-0, 8=0-5-4 Max Harz 13=140(LC 7) Max Uplift 13=-1954(LC 8), 8=1845(LC 8) Max Grav 13=4819(LC 1), 8=5592(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-497/247, 2-3=646/318, 3-4=7431/2971, 4-5=5969/2159, 5-6=5985/2152, 6-7=-7753/2607, 7-8=-4616/1573 BOT CHORD 1-13=-2341518, 12-13=2111/5333, 10-12=2313/6182, 9-10=2276/6871, 8-9=-360/1102 WEBS 3-12=-621/1664, 4-12=-874/1463, 4-10=13137783, 5-1 0=1 79715040, 6-10=-2041/608, 6-9=-466/1822, 3-13=-6345/2488, 2-13=-432/191, 7-9=1946/5858 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xW) 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at D-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 This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. electronically Signed and 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=2411; eave=oft; Cat. sealed by Velez, Joaquin, PE 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this 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. document are not Considered 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-M Wide signed and sealed and the will fit between the bottom chord and any other members. Signature must be Verified 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) on any electronic copies. 13=1954, 8=1845. 9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 6-6-12 Joaquin Velez PE No.68182". -MiTak,OSA ;Inc'. FL Cert6634; from the left end to 20-6-12 to connect truss(es) to back face of bottom chord. ;6904 Parke:East Blvd. Tampa FL 33810` 10) Fill all nail holes where hanger is in contact with lumber. Date: LOAD CASE(S) Standard October 18,2021 ® WARNING -Verify 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 MTek® connectors. This design is based only upon parameters shown, 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 MiT®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 ANSVnP11 Quality CriteAa, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Pty 5508 MYRTLE ST T25664908 77999 GR2 Common Girder 1 n L Job Reference (optional) unamoers truss, port PlerCe, I•L - 34962, 6.430 s Aug 16 2021 MfTeK Industries, Inc. Fri Oct 15 10:03:46 2021 Page 2 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-ss?empbZ6hKpdf9 B1PCcR9fDSDf9328FCgTJOyTCGh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-7=-54, 1-8=20 Concentrated Loads (Ib) Vert: 16=-1501(B)17=-1031(B)18=-1031(B)19=-1031(B)20=-1031(B)21=-1042(B)22=-1042(B)23=-1044(B) ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into 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 o1 trusses and truss systems, see ANSYTP11 Quallty Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safetyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664909 77999 GRA Half Hip Girder 1 1 Job Reference o Oonal GnamDers I russ, roll rlerCe, M - 441115Z, 0.4Jv a HUg -10 ZULI MI I eK inuusmes, mu. rrr vci Iv I V:uo:ov NG I rdgd i ID:YCOSddbUYF64ZEYGLbJenPyTX8V-IdF9cBf49wrF6GTIQsT8nHJK73bc5sgkAgogSnyTCGd 1-10-0 4-2-0 6-6-0 11-3-12 16-1.8 20-11-9 25-7-15 3M-0 1.10-02-0-o 1.12 4-9.12 4-10-1 48-5 4-10.1 4x8 = 2x3 I I 30 = 6.00 12 4 24 25 5 26 27 28 6 30 29 31 Scale=1:52.6 4x12 = 3x6 = 2x3 11 4x6 = 732 8 33 9 34 35 10 36 3x5 3 4x6 2 18 15 _ __ __ _ _ 4x12 = 17 37 38 16 39 40 h 19 3x4 = 4x10 = 10x18 MT20HS = 14 13 43 12 11 41 42 44 45 46 47 3x4 — 6x8 = 3x4 II 3x4 11 3x10 = 4x12 = 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORE BOT CHORD 2x4 SP M 30 'Except' 3-19,6-14: 2x4 SP No.3 BOT CHORE WEBS 2x4 SP No.3 *Except* 2-18,13-15: 2x4 SP M 30 REACTIONS. (size) 11=Mechanical, 20=0-8-0 Max Horz 20=119(LC 8) Max Uplift 11=-990(LC 8), 20=-847(LC 8) Max Grav 11=1521(LC 1). 20=1612(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3085/1710, 3-4=-2947/1648, 4-5=-4300/2466, 5-6=-4300/2466, 6-7=-5098/3104, 7-9=-1888/1240, 9-1 0=1 888/1240, 10-11 =-1 458/957 BOT CHORD 17-18=1644/2833, 16-17=-1507/2641, 15-16=-3160/5203, 12-13=-1918/3000 WEBS 2-20=-1445/814, 2-18=1486/2702, 3-17=-263/153, 4-17=-77/269, 4-16=-106311867, 5-16=-450/287, 6-16=-1008/780, 13-15=-1815/2852, 7-1 5=1 302/2303, 7-13=556/332, 7-12=-1360/829, 9-12=383/269, 10-12=-1493/2275 in (loc) I/deft Ud PLATES GRIP -0.3215-16 >999 360 MT20 244/190 -0.6015-16 >570 240 MT20HS 1871143 0.22 11 " n/a n/a 0.47 15-16 >732 240 Weight: 174 lb FT = 20% Structural wood sheathing directly applied or 3-0-3 oc puriins, except end verticals. Rigid ceiling directly applied or 4-1-7 oc bracing. I4 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=3.Opsf; h=15ft; 8=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically signed and ey g 5) All plates are MT20 plates unless otherwise indicated. Sealed by Velez, Joaquin, PE 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using .a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members. document are not Considered 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) signed and sealed and the 11=990, 20=847. signature must be verified on any electronic copies. JoaquiA Velei;PE NoA.182 . MiTek USA;dnc. FL.' C411 i634., . rke E 6904 Paast 8lv_d. Tampa FL,33610' Date: October 18,2021 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUMI Quality Criteria, DSB419 and SCSI Building Component 6904 Parke East Blvd. Safety lnfbnnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply MYRTLE ST T25664909 77999 GRA Half Hip Girder 1 1 �5508 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 a Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:03:51 2021 Page 2 ID:YCOSddbUYF64ZEYGLbJenPDX8V-DgpXgXfiwEz6k02x a_NJVsVtTkrgJ4tOUYD_EyTCGc NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)117 lb down and 102 lb up at 6-6-0, 117 lb down and 97 lb up at 8-7-13, 117 lb down and 97 lb up at 10-7-13, 117 lb down and 97 lb up at 12-7-13, 117 lb down and 97 lb up at 14-7-13, 87 lb down and 97 lb up at 16-7-13, 87 lb down and 97 lb up at 18-7-13, 87 lb down and 97 lb up at 20-7-13, 87 lb down and 97 lb up at 22-7-13, 87 lb down and 97 Ill up at 24-7-13, and 87 lb down and 97 lb up at 26-7-13, and 87 lb down and 97 lb up at 28-7-13 on top chord, and 149 lb down and 83 lb up at 6-6-0, 18 lb down at 8-7-13, 18 lb down at 10-7-13, 18 lb down at 12-7-13, 18 lb down at 14-7-13, 36 lb down and 66 lb up at 16-7-13, 36 lb down and 66 lb up at 18-7-13, 36 lb down and 66 lb up at 20-7-13, 36 lb down and 66 lb up at 22-7-13, 36 lb down and 66 lb up at 24-7-13, and 36 lb down and 66 lb up at 26-7-13, and 36 lb down and 66 lb up at 28-7-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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, 4-10=54, 19-21=20, 15-18=-20, 11-14=20 Concentrated Loads (lb) Vert:4=-65(F) 8=-49(F) 17=-59(F) 24=-65(F) 25=-65(F),26=-65(F) 27=-65(F) 30=-49(F) 31=-49(F) 32=-49(F) 33=-49(F) 34=-49(F) 35=-49(F) 37=-4(F) 38=-4(F) 39=-4(F) 40=-4(F) 41=21(F) 42=-21(F) 43=-21(F) 44=21(F) 45=-21(F) 46=21(F) 47=21(F) ® WARNING- Verify 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web end/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 ANS11IPi1 Quality Criteria, DS"9 and BCS/ Bu/ld/ng Component 6904 Parke Earl Blvd. Saretylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL, 36610 Job Truss Truss Type Oty Ply MYRTLE ST T25664910 77999 GRB Hip Girder 1 1 �5508 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:03:54 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-dPUfSYibD9LhbtmWfiY4x7UORg7t1 heJ5SmubZyTCGZ L 3-fi-4 6-6-0 11-0-10 1-1-9 I 20-10-7 25-7.6 30.6.0 33-5-12 37.0-0 ' 3-6-4 ' T11-12 ' 4-10.10 ' Ir.4 41 44Y14 410.10 2-11-12 3.6.4 5x8 = 6.00 FIT 3x4 II 3 27 28 29 4 30 f+1 , 0 3x8 = 3x4 II 4x6 = 3x8 = 5x6 = 31 532 33 34 635 367 37 8 38 39 409 Scale=1:62.7 41 4L 40 44 4D 40 -to o D 4W Du aI 3x5 = 3x6 I I 6x8 = 10x18 MT20HS = 3x4 11 3x8 = 5x6 WB = 3x4 11 7x8 = 3x6 I I 3x5 = fG6S9 37-M 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 OA9 BC 0.73 WB 0.86 Matrix -MS DEFL. in (loc) I/defi Ud Vert(LL) 0.51 16-17 >784 240 Vert(CT) -0.54 16-17 >742 240 Horz(CT) 0.12 12 n/a We PLATES MT20 MT20HS Weight: 197lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-11-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt B-13 OTHERS 2x4 SP No.3 REACTIONS. (size) 20=0-8-0, 12=0-8-0 Max Horz 20=-89(LC 6) Max Uplift 20=-1358(LC 8), 12=1314(LC 8) Max Grav 20=1859(LC 1), 12=1891(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2520/1960, 3-0=-3754/2925, 4-5=3754/2925, 5-6=4504/3469, 6-8=-4504/3469, 8-9=-2317/1868, 9-10=2585/1994 BOT CHORD 18-19=-1658/2182, 17-18=-3346/4496, 16-17=-3346/4496, 14-16=-2825/3783, 13-14=2825/3783 WEBS 2-19=-1663/2142, 3-19=-268/104, 3-18=-138711922, 4-18=-405/285, 5-18=917/657, 5-17=-113/274, 6-16=-364/256, 8-16=-640/884, 8-14=4241275, 8-13=1821/1324, 9-13=-680/801, 10-13=1652/2192, 2-20=1734/1339, 10-12=-1757/1317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 This item has been to the use of this truss component 4) Provide adequate drainage to prevent water ponding. electronically signed and 5) All plates are MT20 plates unless otherwise indicated. Sealed by Velez, Joaquin, PE 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt=lb) document are not considered 20=1358, 12=1314. Signed and Sealed and the 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 Ib down and 103 Ib up at signature must be verified 6-6-0, 87 Ib down and 97 lb up at 8-6-12, 87 lb down and 97 lb up at 10-6-12, 87 Ib down and 97 Ib up at 12-6-12, 87 Ib down and on any electronic Copies. 97 Ib up at 14-6-12, 87 Ib down and 97 Ib up at 16-6-12, 87 Ib down and 97 Ib up at 18-6-0, 87 Ib down and 97 lb up at 20-5-4, 87 JoaquirtVelez;PE No.88182 8182.rt Ib down and 97 Ib up at 225-4, 87 Ib down and 97 Ib up at 245-4, 87 Ib down and 97 Ib up at 26-5-4, and 87 Ib down and 97 Ib up J1iaek,U$Al Itic.E No. 4, at 28-5-4, and 140 Ib down and 185 Ib up at 30-6-0 on top chord, and 61 Ib down and 246 Ib up at 6-6-0, 36 Ib down and 66 Ib up . ti904Parke.East Bh!d:Tampa:FL 3361U at 8-6-12, 36 lb down and 66 Ib up at 10-6-12, 36 Ib down and 66 Ib up at 12-6-12, 36 Ib down and 66 Ib up at 14-6-12, 36 lb down Date: and 66 Ib up at 16-6A2, 36 Ib down and 66 Ib up at 18-6-0, 36 Ib down and 66 Ib up at 20-5-4, 36 Ib down and 66 Ib up at 22-5-4, 36 lb down and 66 Ib up at 24-5-4, 36 Ib down and 66 Ib up at 26-54, and 36 Ib down and 66 Ib up at 28-5-4, and 61 Ib down and October 18,2021 -4 on bottom chord. The desi n/selection of such connection devices is the res onsibi i of others. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE Design valid for use only withMTek® connectors. This design Is based only upon parameters shown, 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 or 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 ANS17711011 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply 5508 MYRTLE ST �GPss T25664910 77999 Hip Girder 1 1 Job Reference (optional) UnamDers 1 russ, tort coerce,-t-L - 34962, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:03:54 2021 Page 2 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-dPUfSYIbD9LhbtmWflY4x7UORg?t1heJ5SmubZyTCGZ NOTES- 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: 1-3=-54, 3-9=-54, 9-11=54, 21-24=-20 Concentrated Loads (lb) Vert: 3=-49(B) 7=-49(B) 9=93(B) 19=-53(B)13=53(B) 28=-49(B) 29=-49(B) 30=-49(B) 31=-49(B) 33=-49(B) 34=-49(8) 35=-49(B) 37=-49(B) 38=-49(B) 39=-49(B) 41=21(B) 42=-21(B) 43=21(B) 44=-21(B) 45=-21(B) 46=21(B) 47=-21(B) 48=-21(B) 49=-21(B) 50=21(8) 51=-21(B) ® WARNING - Verlfy, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5719l2020 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 i�ek�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing //�� Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the IY1�T fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Qualify Criteds, OSB-69 and BCSI Building Component 6904 Parke East Blvd. Safetylnfonnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 5508 MYRTLE ST T25664911 77999 GRC Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:03:56 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-ZncQtEjdmbPgBwvn7aYOYZQzUnAVhDcYmF_fRyTCGX i 1-10-0 3.6-4 fr6-0 10-3-15 14-0-1 17-10-0 20-9-12 22-6.0 24-41 ' 1-10-0 ' 1-8-4 ' 2-11-12 ' 3-9.15 3-8-3 3-9-15 2-1IN 1-8.4 1-10-0 r- 4x8 = 2x3 II 3x8 = 4x4 = 3 22 23 24 4 25 5 26 27 28 6 Scale=1:40.9 3x4 = 3x6 II 4x4 = 'Xe — 3x8 = 2x3 II 4x8 = 3x6 II 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 Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.23 BC 0.30 WB 0.47 Matrix -MS DEFL. in (loc) I/defi L/d Vert(LL) 0.10 11-12 >999 240 Vert(CT) -0.10 11-12 >999 240 Horz(CT) 0.02 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-3-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 9=0-8-0 Max Horz 15=-82(LC 6) Max Uplift 15=-880(LC 8), 9=830(LC 8) Max Grav 15=1186(LC 1), 9=1210(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-144211193, 34=-1731/1479, 4-5=-1731/1479, 5-6=-1294/1139, 6-7=-1485/1212 BOT CHORD 12-14=-986/1227, 11-12=1369/1743, 10-11=-1369/1743 WEBS 2-14=-988/1194, 3-12=517/698, 4-12=319/225, 5-10=634/483, 6-10=349/373, 7-10=-999/1228, 2-15=-10B1/874, 7-9=-1099/847 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 This item has been 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=1b) electronically signed and 15=880, 9=830. sealed by Velez, Joaquin, PE 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 Ill down and 102 lb up at using a Digital Signature. 6-6-0, 87 lb down and 97 lb up at 8-6-12, 87 lb down and 97 lb up at 10-6-12, 87 lb down and 97 lb up at 12-2-0, 87 Ill down and Printed copies of this p 97 lb up at 13-9-4, and 87 lb down and 97 lb up at 15-9-4, and 140 lb down and 182 lb up at 17-10-0 on top chord, and 61 lb down and 246 lb up at 6-6-0, 36 lb down and 66 lb up at 8-6-12, 36 lb down and 66 lb up at 10-6-12, 36 lb down and 66 lb up at 12-2-0, document are not considered 36 lb down and 66 Ib up at 13-9-4, and 36 lb down and 66 Ill up at 15-9-4, and 61 lb down and 246 lb up at 17-94 on bottom signed and sealed and the chord. The design/selection of such connection device(s) is the responsibility of others. signature must be Verified 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). On any electronic Copies. LOAD CASE(S) Standard Joaquin Vela2 PE No.681821: 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Mifik;1.111k lnit.,FL• Ceit 66U , , Uniform Loads (plf) 6904 Paifi(r'EasfBlvd. Tampa.FL_33610; Vert: 1-3=-04, 3-6=-54, 6-8=-54, 16-19=-20 Date: October 18,2021 ® WARNING -Verify 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance. regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crltene, DSB-89 and SCSI Building Componenf ,MITek' 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 5508 MYRTLE ST T25664911 77999 GRC Hip Girder 1 1 Job Reference (optional) unamoels I russ, tort tierce, rL - 34862, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:03:56 2021 Page 2 ID:YCOSddbUYF64ZEYGLbJenPyTXBV-ZncOtEjrlmbPgBwvn7aYOYZOzUnAVhDcYmF fRyTCGX LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-49(F) 6=93(F) 13=-21(F) 14=-53(F) 12=21(F) 4=-49(F) 11 =-21 (F) 1 0=-53(F) 5=49(F) 23=-49(F) 25=-49(F) 27=-49(F) 29=-21(F) 30=-21(F) ® WARNING • Verity design parameters and READ NO7ES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 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 ANSLITPif Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664912 77999 GIRD HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:03:59 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTXBV-_MIYVGmj2hzzhfiUSFBFeBBv8hmsl?u2EkU(GmyTCGU 3-6-4 630 10-10.14 15-2-0 19.5-2 23-10-0 26-9-12 30.4.0 ' 3.6-0 ' 2-11-12 ' Z:T:" ' 432 r 4.3.2 4-4-14 2-11-12 3�r4 Scale=1:51.2 3x8 = 4x8 = 2x3 II 3x6 = 2x3 11 48 = 6.00 12 3 25 426 27 28 5 6 29 730 31 a 3x5 i 2 3x5 9 18 17 32 16 33 34 15 14 35 36 73 37 38 12 11 3x4 = 3x6 II 5x6 = 3x10 = 4x6 — 3x10 — 5x6 = 3x6 II 3x4 = 2x3 11 30-4-0 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 NO Code FBC2020/TP12014 CS1. TC 0.37 BC 0.49 WB 0.66 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Well L/d 0.26 14-16 >999 240 -0.24 14-16 >999 240 -0.06 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD . Rigid ceiling directly applied or 4-6-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 18=0-8-0, 11=0-8-0 Max Horz 18=86(LC 7) Max Uplift 18=-1295(LC 8), 11=-1251(LC 8) Max Grav 18=1510(LC 1), 11=1538(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1960/1769, 34=-2668/2441, 4-5=2668/2441, 5-7=-2688/2449, 7-8=-2688/2449, 8-9=-2005/1790 BOT CHORD 16-17=1490/1686, 14-16=-2594/2985, 13-14=-2594/2985, 12-13=-1509/1726 WEBS 2-17=-1454/1649, 3-16=-1040/1256, 4-16=366/257, 5-16=415/347, 5-14=-167/258, 5-13=-382/334, 7-13=-367/258, 8-13=-1026/1222, 9-12=1453/1688, 2-18=-1395/1161, 9-11=-1422/1160 10 Io NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. This item has been 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. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except QtAb) p Printed copies of this 18=1295, 11=1251. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 103 lb up at document are not considered 6-6-0. 87 lb down and 97 lb up at 8-6-12, 87 lb down and 97 lb up at 10-6-12, 87 lb down and 97 lb up at 12-6-12, 87 lb down and signed and sealed and the 97 lb up at 14-6-12, 87 lb down and 97 lb up at 15-9-4, 87 lb down and 97 lb up at 17-9-4, 87 lb down and 97 lb up at 19-9-4, and signature must be verified 87 lb down and 97 lb up at 21-9-4, and 140 lb down and 183 lb up at 23-10-0 on top chord, and 76 lb down and 183 lb up at 6-6-0, lest is on any electronic copies. 36 lb down and 39 lb up at 8-6-12, 36 lb down and 39 lb up at 10-6-12, 36 lb down and 39 lb up at 12-6-12, 36 lb down and 39 lb Val No. up at 14-6-12, 36 lb down and 39 lb up at 15-9-4, 36 lb down and 39 lb up at 17-9.4, 36 lb down and 39 lb up at 19-9-4, and 36 lb ,Joaquin M7ek.USA„ Inc:-FL',Cert_6634 down and 39 lb up at 21-9-4, and 76 lb down and 183 lb up at 23-9-4 on bottom chord. The design/selection of such connection 8804 Patiie EaitBlvti:;Tempa;FL:33G10 device(s) is the responsibility of others. Date: 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). October 18,2021 ndard ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.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 �Ii'®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 ANSU7Pl1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 6508 MYRTLE ST T25664912 77999 GRD HIP GIRDER 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 15 10:04:00 2021 Page 2 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-SYsxicmLp75gJoEgDzfUBOk4u565RS8CTODCoCyTCGT 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, 8-10=54, 19-22=20 Concentrated Loads (lb) Vert: 3=-49(B) 6=-49(B) 8=-93(B) 15=-21(B)17=-53(B)12=-53(B) 25=49(B) 26=-49(B) 27=-49(B) 28=49(B) 29=-49(B) 30=-49(B) 31=-49(B) 32=-21(B) 33=21(B) 34=-21(B)35=-21(B)36=-21(B)37=-21(B)38=-21(13) ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119f2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andler chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the . �tl�IT®K� fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANS071011 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 .Tampa, FL 36610 Job Truss Truss Type pry Ply 5508 MYRTLE ST T25664913 77999 GRE HIP GIRDER 1 1 Job Reference o tional L;namoers I rues, tort Pierce, tL - 34y62, 5.430 S Aug 16 2021 MTek Industries, Inc. Fri Oct 15 10:04:01 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-wlPJwyn alDhxypsagAEcHJSVXzA3uLl2zlLfyTCGS 1-10-0 4.6-0 6E 0 9-2-0 11-0.0 ' 1-10-0 ' 241-0 2-0-0 2-M 1-10.0 Scale=1:18.6 4x4 = 4x4 = 2x3 II 2x3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.03 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 8-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 43 lb . FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 7=0-8-0 Max Horz 10=-57(LC 6) Max Uplift 10=-341(LC 8), 7=291(LC 8) Max Grav 10=349(LC 17), 7=344(LC 38) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.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 GtAb) 10=341, 7=291. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 55 lb up at This item has been 4-6-0, and 138 lb down and 139 lb up at 6-6-0 on top chord, and 62lb down and 91 lb up at 4-6-0, and 62 Ib down and 91 lb up at 6-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. electronically Signed and 9) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). sealed by Velez, Joaquin, PE using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) document are not considered Vert: 1-3=-54, 3-4=-54, 4-6=-54, 11-14=-20 signed and sealed and the Concentrated Loads (lb) signature must be verified Vert: 4=40(F) 9=46(F) 8=46(F) on any electronic copies. Joaquin Velez PE No.66182 MTak,USA; Inc FL Corffi834, . 6904 Parke East Blvd..Tampa FL 33610 Date: October 18,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into 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 ANSBTPII Quality Criteria, DSB•89 and SCSI Building Component 6904Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664914 77999 J2 JACK -OPEN 18 1 Job Reference (optional) r uas, rU1 r r=UU, rL - J9yo4, UAJU S AUg I ZUZ1 MI I eK Industries, Inc. Fri Oct 15 10:04:02 2021 Pagel ID:YCOSddbUYF64ZEYGLbJenPyTXBV-Oxzh7HocKcLYY6N370hyGppQlupxvVWwilJt5yTCGR 1-10-0 2-6-0 ' 1-10-0 G41-0 Scale=1:10.8 LXJ 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 CsL TC 0.26 BC 0.34 WB 0.10 Matrix -MP DEFL. in (loc) I/defl L/d Vert(LL) 0.00 5 >999 360 Vert(CT) 0.00 5 >999 240 Horz(CT) 0.01 3 n/a n/a Wind(LL) -0.00 5 >999 240 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=048-0 Max Horz 5=44(LC 12) Max Uplift 3=-79(LC 1), 4=-104(LC 1), 5=181(LC 12) Max Grav 3=30(LC 12), 4=49(LC 12), 5=364(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown, WEBS 2-5=-183/326 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2E) 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 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 ANSVTPI 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 240-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. This item has been 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 4=104, 5=181. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. -Joaquin Velez PE Mo.68162 . MiTgk,USA, Inc. -FL Cert 624- 6964 ParkeEaatBlvd..Tampa.FL 336111 Dater October 18,2021 WARNING-Veafy design parameters antl READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIf Quality Crlterls, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab as Truss Type Qty Ply 5508 MYRTLE ST T25664915 77999 J4 JACK -OPEN 14 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 2x3 II 8.430 s Aug 16 2021 Mrrek Industries, Inc. Fri Oct 1510:04:03 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTXBV-s7X3LdpE5wTPAGyFh5CBp1Mc21BZeyze9MSsPXyTCGQ 4-6-0 4-6-0 Scale = 1:15.8 LOADING (psf) TCLL 20.0 TCDL ' 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.24 BC 0.25 WB 0.08 Matrix -MP DEFL. In floc) I/defl L/d Vert(LL) 0.00 4-5 >999 240 Vert(CT) 0.00 4-5 >999 180 Horz(CT) -0.01 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=81(LC 12) Max Uplift 3=-42(LC 12), 4=-32(LC 9), 5=-146(LC 12) Max Grav 3=52(LC 17), 4=31(LC 3), 5=280(LC 1) FORCES, (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-1831276 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-5-4 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 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) 5=146. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. J6a4uiri Velez'PE NoA8162 MiTek,USA;Inc.FL,Cort6_111M . .6904'Parke EaslBIW.,Tiimpa FL 336111 Date: October 18,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511911020 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 iviiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Qualify Criteria, DSS-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 5508 MYRTLE ST T25664916 77999 J4A JACK -OPEN 2 1 Job Reference (optional) t.namoers i russ, ron Tierce, rl- - 44tnfz, HAM s Aug 16 2021 MITek Industries, Inc. Fri Oct 15 10:04:04 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-KK5RYzpssDbGoQXRFo]QLEvnsiXTNP6oOOBPxyTCGP 1 1-10-0 4-2-0 4-6-0 1-10-0 2-4-0 0-4-0i Scale=1:15.8 2x3 11 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 0.24 Vert(LL) -0.00 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 18 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-8-0 Max Horz 8=81(LC 12) Max Uplift 4=-35(LC 9), 8=-112(LC 12) Max Grav 4=66(LG 17), 5=8(LC 3), 8=280(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-182/300 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 5-6. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-5-4 zone; cantilever 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 live loads. 4) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=1b) 8=112. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin v®Iei'PE No.68182 'IVUTekUSA,Ing F,L•Cert'9834„ 8904 Parke Eaat Blvd..Tarnpa FL 33610 Date:, October 18,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIW473 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 MiT®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 ANSYTP11 Quality Criteria, DSB.89 and SCSISullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664917 77999 J6 JACK -OPEN 37 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:04:05 2021 Page 1 ID:YCOSddbUYF64Z.EYGLbJenPyTX8V-p WfgmJgUdXk7Pa6ep W EfuSRpA6kn6sOxcfi¢UQyTCGO 6-6-0 6.6-0 N 2x3 11 Scale=1:21.6 1-" 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.78 Vert(LL) 0.10 4.5 >574 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.03 45 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MP Weight: 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=117(LC 12) Max Uplift 3=-82(LC 12), 4=-54(LC 9), 5=174(LC 12) Max Grav 3=107(LC 17), 4=76(LC 3), 5=333(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-274/295 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-5-4 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 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 at --lb) 5=174, This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Veh1z`FE No.8B162 MTek,USA;-Inc. F.LCeft6634:; 6904 Parke East Bivti..Tampa FL 3361U Dater October 18,2021 ® 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 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 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 ANSM11 Quality CrUeria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Sul to 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply MYRTLE ST T25664918 77999 J6A JACK -OPEN 5 1 �6508 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 15 10:04:06 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-HIDCzfr6Ors_ljhgMDmuQf OsWDprJQ4rJgWOsyTCGN 1-10-0 4-2-0 6� 0 1-10 0 2-4-0 2� 0 i 20 11 Scale=1:21.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.66 BC 0.21 WB 0.10 Matrix -MP DEFL. in (loc) I/deft Lid Vert(LL) -0.04 6 >999 360 Vert(CT) -0.07 7 >756 240 Horz(CT) -0.06 4 n/a n/a Wind(LL) 0.11 7 >522 240 PLATES GRIP MT20 244/190 Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-8-0 Max Horz 8=117(LC 12) Max Uplift 4=-82(LC 12), 8=-114(LC 12) Max Grav 4=136(LC 17), 5=48(LC 3), 8=333(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/119 WEBS 2-8=266/337 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-M to 3-0.0, Interior(1) 3-0-0 to 6-5-4 zone; cantilever left exposed ;C-C for members and farces & 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) 4 except at --lb) 6=114. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin V®lerPE No.681B2'. MT USA;•In` :.TL•Cert'6834; , AD Parke.Eiii Blvd. Tampa FL,83810 Date:. October 18,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 511912020 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 MiT®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 ANSUTP11 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safetyintbrrrradon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty PlyT1J.b 8 MYRTLE ST T25664919 77999 KJ6 DIAGONAL HIP GIRDER 6 Reference (optional) t namoers I cuss, I -on Fierce, rL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 1510:04:07 2021 Page 1 ID:YCOSdd bUYF64ZEYGLbJenPMOVdvnaA?sk98_rftGOwxH7ztWGhvYJanSE4zQ4YlyTCGM 4-9.5 5-7-14 , 9-1-9 4-9-5 0-10-9 3-5-11 Scale=1:21.4 2x3 II NAILED NAILED 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 0.33 Vert(LL) 0.06 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(CT) -0.05 4 n/a nla BCDL 10.0 Cade FBC2020/TP12014 Matrix -MS Wind(LL) 0.08 6-7 >999 240 Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=116(LC 8) Max Uplift 4=-46(LC 8), 5=-152(LC 5), 7=352(LC 8) Max Grav 4=121(LC 17), 5=76(LC 3), 7=409(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=-272/70 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except at --lb) 5=152,7=352. 8) "NAILED" indicates 3-1 Od (048"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 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 (plo Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=115(F=58, B=58) 13=105(F=52, B=52) 14=13(F=6, B=6) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Vela PE No.68182 MiTek USA, Inc, FL Cart 6834. 66 4Park6EastBlvd.Tampa'FL'93610 NO:. October 18,2021 ® 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 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 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/TP11 quality Criterla, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty Ply 6508 MYRTLE ST T25664920 77999 KJA Diagonal Hip Girder 1 1 Job Reference o Donal Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 Mi rek Industries, Inc. Fri Oct 1510:04:08 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPM8V-D5KyOLsNwS61G1 rCUeoMW43TdJrtJC7NJd9d4lyTCGL 2-9-12 5-9-15 9.1-9 3�-5 2-5-12 0-9 9 ` 2-6-11 3310 2x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.03 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC OA3 Vert(CT) -0.04 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) -0.02 8 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30'Excepr BOT CHORD 3-8: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, S=Mechanical, 9=0-11-5 Max Horz 9=116(LC 8) Max Uplift 4=-49(LC 8), 5=-55(LC 5), 9=-278(LC 8) Max Grav 4=90(LC 17), 5=155(LC 28), 9=473(LC 31) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-192/382 WEBS 3-6=405/203, 2-9=2771154 Scale=1.21.2 PLATES GRIP MT20 244/190 Weight: 36 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 9=278. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 155 lb up at 3-7-8, 70 lb down and 155 lb up at 3-7-8, and 95 lb down and 50 lb up at 6-5-7, and 95lb down and 50 lb up at 6-5-7 on top chord, and 48 lb down and 110 lb up at 3-7-8, 48 lb down and 110 lb up at 3-7-8, and at 65-7, and at 6-5-7 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, 8-10=-20, 5-7=20 Concentrated Loads (lb) Vert: 13=1 15(F=58, B=58) 1 6=1 05(F=52, B=52) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquiri Velaz PE 40:6e182 : MiTek.6SA,1no. FLCad 6634. 6104 Parke'EasfBlvd..Tempa FL 33610 Date: October 18,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2070 BEFORE USE. -- Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®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 ANSMP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 5508 MYRTLE ST T25664921 77999 KJE DIAGONAL HIP GIRDER 2 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 2x3 11 8.430 s Aug 16 2021 MITek Industries, Inc. Fri Oct 1510:04:09 2021 Page 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (16c) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.03 4 5 >999 360 TCDL 7. I Lumber DOL 1.25 BC 0.32 Vert(CT) 0.05 4-5 >964 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(CT) -0.07 3 n/a We BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Wind(LL) -0.02 4-5 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=80(LC 8) Max Uplift 3=-54(LC 5), 4=-74(LC 16), 5=-298(LC 8) Max Grav 3=63(LC 28), 4=14(LC 26), 5=355(LC 31) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Scale: 3/4"=1' PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=3.Opsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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 at --lb) 5=298. 7) "NAILED" indicates 3-1 Od (0.148"xW) or 2-12d (0.148"x3.25") toe -nails per NDS guidllnes. 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 (plo Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 9=115(F=58, B=58) 10=105(F=52, B=52) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Veloi,PE No.6616Y:- MTek.USA; In,'c. FL�Ctirt8834, . ;04 Parke 6irii 8lvd.Sempa FL 93610 Date:, October 18,2021 ® WARNING -Verify 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 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 �/� T eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Itl1� 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quallty Crfterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job Truss Truss Type City Ply 5508 MYRTLE ST T25664922 77999 MV2 Valley 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 3x4 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Oct 1510:04:10 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V-9USJpCudS3MPWL?bb3ggbVBsA7dbn7_gmxek9dyTCGJ 2-0-0 2-0-0 Scale =1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 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-P Weight: 51b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=25(LC 12) Max Uplift 1=-9(LC 12), 2=-26(LC 12) Max Grav 1=51(LC 1), 2=38(LC 17), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed :C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.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) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE 14o:66182 'MiTek;USA; Inc; FL Cart 8634 6604 Park6,fast Blvd. Tampa FL 33610: Date: , October 18,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 properly incorporate this design into 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�! Q�° is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the I IYIT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVI P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply MYRTLE ST T25664923 77999 MV4 Valley 2 1 �5508 Job Reference o tional Conamoers truss, ron coerce, rL - s4a8z, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 15 10:04:112021 Page 1 ID:YCOSddbUYF64ZEYGLWenPM8V-dgD5OMvFDNUG7VZn9nL37jhyzXw7WaEq?bOHh4yTCGl 44)-0 4-M 3x4 i 3x4 11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020frPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=59(LC 12) Max Uplift 1=-21(LC 12), 3=-50(LC 12) Max Grav 1=120(LC 1), 3=122(LC 17) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc puriins, except end verticals. 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=3.Opsf; h=15ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and G-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.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)1, 3. This item has been electronically signed and sealed by Velez, Joaquin„ PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez;PE 146.68182'. MTek.USA; Iric. FL,Ccrt 6634, . Dato:Dai Park®,East Blvd..Tampa FL 93810 October 18,2021 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 MiT®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 ANSUrP11 Quality Criterfa, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Clty Ply 5508 MYRTLE ST T25664924 77999 V4 Valley 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, BA30 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 15 10:04:12 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyrX8V-5saTEiwt_hc7leB, jUslgwEBvwHBF1TzDF7rDWyTCGH 24)-0 4-0-0 2-M 2-0-0 -- - - - 3x6 = 2 3x4 3x4 Scale = 1:7.7 4-0-0 4-0-0 Plate Offsets (X Y)— 12:0-3-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Harz 1=-17(LC 10) Max Uplift 1=-30(LC 12), 3=-30(LC 12) Max Grav 1=102(LC 1), 3=102(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever 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) 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) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joagbin veloz PE No.68182• 'MITek,USA; Irfc. FL Cert 6634; . 6904 Parke,East Blvd. Tampa FL 33610' Date: October 18,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 Cord 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 ANSOP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 5508 MYRTLE ST T25664925 77999 V8 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, BA30 s Aug 16 2021 MiTek Industries, Inc. Fri Oct 15 10:04:12 2021 Page 1 ID:YCOSddbUYF64ZEYGLbJenPyTX8V5saTEiwt hc7leB,jUslgwE5XwGXF1YzDF7rDWyTCGH lln 3x4 LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC OA5 TCDL 7.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=-42(LC 10) Max Uplift 1=50(LC 12), 3=-50(LC 12), 4=49(LC 12) Max Grav 1=125(LC 1), 3=125(LC 1), 4=250(LC 1) 2x3 11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.7 4x4 = 3x4 DEFL. in (loc) I/defi L/d PLATES GRIP Vert(LL) n/a - n/a 999 MT20 2441190 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 3 n/a n1a Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=42psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 4-", Exterior(2R) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 7-4-9 zone; cantilever 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) Gable requires continuous bottom chard 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 100lb uplift atjoint(s) 1, 3, 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.88182 W6k USA; Inc.F,L Cert 6834, 604 Parke.East B(vd Tampa*L,S3@* Dater October 18,2021 ® WARNING - Verily 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 MTek® connectors. This design is based only upon parameters shown, 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 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 ANSVTPl1 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 31; 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. �'�16rr - -I- For 4 x 2 orientation, locate plates 0- y10 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20120 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: ANSIITP11: 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. 0 0: O U o- O H Numbering System 6-4-8 dimensions shown In ft4n-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 0 IX O 2 U a O H JOINTS ARE GENERALLY NUMBEREDILETTERED 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. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved l m W1 0 MiTek a MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes 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 puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.