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HomeMy WebLinkAboutTRUSSMiTek° RE: 510991 MiTek USA, Inc. 2807 Placid Ave 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Jose Garcia Project Name: 510991 Lot/Block: - Model: - Address: 2807 Placid Ave Subdivision: - City: Port St. Lucie 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: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 54 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 T22863912 Al 2/17/2021 21 T22863932 Cl 2/17/2021 2 T22863913 A2 2/17/2021 22 T22863933 C2 2/17/2021 3 T22863914 A3 2/17/2021 23 T22863934 C3 2/17/2021 4 T22863915 A4 2/17/2021 24 T22863935 C4 2/17/2021 5 T22863916 A5 2/17/2021 25 T22863936 C5 2/17/2021 6 T22863917 A6 2/17/2021. 26 T22863937 C6 2/17/2021 7 T22863918 A7 2/17/2021 27 T22863938 C7 2/17/2021 8 T22863919 A8 2/17/2021 28 T22863939 C8 2/17/2021 9 T22863920 A9 2/17/2021 29 T22863940 C9 2/17/2021 10 T22863921 A10 2/17/2021 30 T22863941 C10 2/17/2021 11 T22863922 All 2/17/2021 31 T22863942 C11 2/17/2021 12 T22863923 Al2 2/17/2021 32 T22863943 CA 2/17/2021 13 T22863924 A13 2/17/2021 33 T22863944 CJ3 •2/17/2021 14 T22863925 A14 2/17/2021 34 T22863945 CJ5 2/17/2021 15 T22863926 A15 2/17/2021 35 T22863946 CJ5A 2/17/2021 16 T22863927 A16 2/17/2021 36 T22863947 EA 2/17/2021 17 T22863928 A17 2/17/2021 37 T22863948 EJ2 2/17/2021 18 T22863929 A18 2/17/2021 38 T22863949 EJ3 2/17/2021 19 T22863930 A19 2/17/2021 39 T22863950 EJ5 2/17/2021 20 T22863931 B1 2/17/2021 40 T22863951 EJ6 2/17/2021 This item has been electronically signed and sealed by ORegan, Philip 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 Tibbetts Lumber Company -Palm Bay. `,�V�Q. Truss Design Engineer's Name: ORegan, Philip ,�� Q`Z`•.�E N �.; 92 My license renewal date for the state of Florida is February 28, 2023. , : 3 •• ,�� Florida COA: 6634 No 58126 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. 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 ANSIrrPI 1, Chapter 2. 01011 STATE OF .,s O R , O PC•,�N i 148N A� S: ,� Phlllp J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 February 17, 2021 ORegan, Philip MM W1 0 M!Tek 0 RE: 510991 - 2807 Placid Ave MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: Jose Garcia Project Name: 510991 Lot/Block: - Subdivision: - Address: 2807 Placid Ave City, County: Port St. Lucie State: FL No. Seal# Truss Name Date 41 T22863952 HA 2/17/2021 42 T22863953 HJ2 2/17/2021 43 T22863954 HJ3 2/17/2021 44 T22863955 V1 2/17/2021 45 T22863956 V2 2/17/2021 46 T22863957 V3 2/17/2021 47 T22863958 V4 2/17/2021 48 T22863959 V5 2/17/2021 49 T22863960 V6 2/17/2021 50 T22863961 V7 2/17/2021 51 T22863962 V8 2/17/2021 52 T22863963 V9 2/17/2021 53 T22863964 V10 2/17/2021 54 T22863965 V11 2/17/2021 2 of 2 Job Truss Truss Type T r Qty, Ply 2807 Placid Ave T22863912 510991 Al Hip Girder 1 1 Job Referenceo tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:04 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkdt-OrjyXNwXFpGs38z97TpSZBkOAdgG4sSf?12WzKzkbdn -1A , SS 4 95-12 13 8-0 17-10A 21-10-12 27A-0 213 -0 , 1.4-0 5SA 4-0-8 4-2 4 4-2A 4-0-8 55A 11f-0 ' 64 = 2x4 II 3x8 = 2x4 II 6x6 = .. 27 .- 28- 29 30 -- 3x8 = 2x4 II 6x12 MT20HS = 2x4 11 5x8 = 2x4 11 Scale = 1:48.9 3x8 = 55-0 95-12 13-M 17-10.4 21-10-12 27-4-0 5-51f 4-0-8 4-2-4 4-2 4 4-0 8 5-5.4 Plate Offsets (X,Y)— [2:0-8-0,0-0-14] [3:0-3-0,0-2-7] [7:0-3-0,0-2-71,[8:0-8-0 0-0-141 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 0.75 Vert(LL) -0.29 12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.51 12 >640 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.40 12 >818 240 Weight: 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins, except 3-7: 2x6 SP No.2 2-0-0 oc purins (3-0-7 max.): 3-7. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-0-6 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=128(LC 24) Max Uplift 2=-1273(LC 8), 8=-1226(LC 8) Max Grav 2=2200(LC 1), 8=2165(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4320/2385, 3-4=5154/2801, 4-5=5151/2798, 5-6=5117/2753, 6-7=-5120/2756, 7-8=-4244/2283 BOT CHORD 2-14=-1984/3808, 13-14=1965/3770, 12-13=2813/5626, 11-12=2813/5626, 10-11 =1 879/3706, 8-10=-1894/3740 WEBS 3-14=-373/703, 3-13=783/1734, 4-13=-464/398, 5-13=-586/259, 5-12=0/324, 5-11=-616/306, 6-11=-464/398, 7-11=819/1762, 7-10=270/644 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; 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. This item has been 4) Provide adequate drainage to prevent water ponding. electronically signed and 5) All plates are MT20 plates unless otherwise indicated. Sealed by ORegan, Philip, PE 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 using a will fit between the bottom chord and any other members. Printed Copies Of this 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) document are not considered 2=127318=1226. signed and sealed and the 9) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. signature must be verified 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 143 lb up at 5-5-4. 134 lb down and 135 lb up at 7-6-0, 134 lb down and 135 lb up at 9-6-0, 134 lb down and 135 lb up at 11-6-0, 134 lb down on any electronic copies. and 135 lb up at 13-6-0, 134 lb down and 135 lb up at 13-10-0, 134 lb down and 135 lb up at 15-10-0, 134 lb down and 135 lb up Philip J.O'Regan PE No.58126 at 17-10-0, and 134 lb down and 135 lb up at 19-10-0, and 232 lb down and 262 lb up at 21-10-12 on top chord, and 593 lb down MiTek USA, Inc. FL Cart 6634 and 456 lb up at 5-5-4, 56 lb down at 7-6-0, 56 lb down at 9-6-0, 56 lb down at 11-6-0, 56 lb down at 13-6-0, 56 lb down at 6904 Parke East Blvd. Tampa FL 33610 13-10-0. 56 lb down at 15-10-0, 56 lb down at 17-10-0, and 56 lb down at 19-10-0, and 532 lb down and 352 lb up at 21-10-0 on Date: bottom chord. The design/selection of such connection device(s) is the responsibility of others. February 17,2021 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). —Continued-orrpage 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Not 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 ANSYTPII Quality Criteria, DSB-89 and BCS/ 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 _ r ' Qty Ply 2807 Placid Ave T22863912 510991 Al Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:04 2021 Page 2 I D:5?SsTg VCOc9ruityX3gR_Ezkdt-OrjyXNwXFpGs38z97TpSZBkOAdgG4sSf?12WzKzkbdn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-7=54, 7-9=54, 15-18=20 Concentrated Loads (lb) Vert: 3=-71(F) 7=-75(F) 14=-593(F) 13=45(F) 4=-71(F) 12=-91(F) 5=141(F)'6=-71(F) 11=45(F) 10=-532(F) 22=-71(F) 23=-71(F) 24=-71(F) 25=71(F) 27=-45(F) 28=-45(F) 29=45(F) 30=-45(F) 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 property incorporate this design into the overall my building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• 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 ANS17rP/1 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 < J Qty Ply 2807 Placid Ave T22863913 510991 A2 Hip 1 1 Job Reference (optional) I ibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:18 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR_Ezkrlt- XZFTA5Jy6ltillsyQ3k78JmWHbCMEojDwRGTWzkbdZ 1�-0 75-4 13-M 19-10-12 27-4-0 28-8-0 , 1 �-0 7-5-4 6-2-12 6-2-12 7-5-4 1 4-0 5x6 = 2x4 II 5x6 = Scale = 1:48.9 I0 3x4 = 2x4 11 5x8 = 2x4 II 3x4 = 75-4 6-2-12 6-2-12 75-4 Plate Offsets (X,Y)— r3:0-3-0,0-2-01[5:0-3-0,0-2-0],[9:0-4-0,0-3-0] 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 0.82 Vert(LL) -0.11 B-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.22 8-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wrnd(LL) 0.16 8-16 >999 240 Weight: 125 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=167(LC 11) Max Uplift 2=552(LC 12), 6=552(LC 12) Max Grav 2=1083(LC 1), 6=1083(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1771/915, 3-4=1874/1089, 4-5=1874/1089, 5-6=-1771/915 BOT CHORD 2-10=-629/1509, 9-10=631/1502, 8-9=654/1502, 6-8=-653/1509 WEBS 3-10=0/300, 3-9=-229/549, 4-9=-370/322,5-9=-229/549, 5-8=0/300 Structural wood sheathing directly applied or 2-2-0 oc puffins, except 2-0-0 oc puffins (3-10-15 max.): 3-5. Rigid ceiling directly applied or 6-7-9 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=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-5-4, Exterior(2R) 7-5-4 to 11-8-3, Interior(1) 11-8-3 to 19-10-12, Exterior(2R) 19-10-12 to 24-1-11, Interior(1) 24-1-11 to 28-8-0 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=552,6=552. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. VRegan PE No.58126 MiTek USA, Inc.' FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,411-7473 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 ITS! 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ 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 Truss.. Truss Type t Qty Ply'.',= _ 2807 Placid Ave T22863914 510991 A3 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:20 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrlt-wwh?us6aUkHb_bBE3r5CCZPCV4Fng8cOhEwNXPzkbdX 1�-0 4-11-14 9-5-4 13-0-0 17-10-12 22.4-2 274-0 28-M , 1-0-0 4-11-14 4S-0 4-2-12 4-2-12 4-56 4-11-14 1�-0 O1 5x6 = 3x4 = 5x6 = Scale = 1:48.9 4x4 = 5x8 = 5x8 = 4x4 = 8-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.14 11-14 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.30 11-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.11 10-11 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOTCHORD REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=205(LC 11) Max Uplift 2=-552(LC 12), 8=552(1_C 12) Max Grav 2=1083(LC 1), 8=1083(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1845/1050, 3-4=-1572/872, 4-5=1328/837, 5-6=-1328/837, 6-7=-1572/872, 7-8=1845/1050 BOT CHORD 2-11=-799/1643, 10-11=-618/1443, 8-10=829/1628 WEBS 3-11=-371/347, 4-11 =-1 70/470, 5-11=266/174, 5-10=-266/174, 6-1 0=-1 70/470, 7-10=372/347 PLATES GRIP MT20 244/190 Weight: 135 lb FT = 20% Structural wood sheathing directly applied or4-0-13 oc pudins, except 2-0-0 oc pudins (4-11-14 max.): 4-6. Rigid ceiling directly applied or 6-5-0 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=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-5-4, Exterior(2R) 9-5-4 to 13-8-0, Interior(1) 13-8-0 to 17-10-12, Exterior(2R) 17-10-12 to 22-1-11, Interior(1) 22-1-11 to 28-8-0 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 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 atjoint(s) except at --lb) 2=552, 8=552. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. I'T This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No,58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 A 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 Iva building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lyl iTe 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 ANS11rPlt 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 t ' t Qty Ply 2807 Placid Ave T22863915 510991 A4 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:21 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkdt-P6FN6B7CF1 PScImRdYcRImxMTUgjZZL9vufw3rzkbd W 1 4-0 5-11-14 115 4 15-10-12 21.4-2 27.4-0 28�-0J 1 4 I 5-11-14 5S-0 4-5-8 5-5 6 5-11-14 1�-0 O1 5x6 = 5x6 = Scale = 1:48.9 3x4 = 2x4 11 5x6 = 3x8 = 2x4 11 3x4 = 5-11-14 11-54 15-10-12 21-4-2 27-4-0 5-11-14 5-5-0 4S 8 5-5-0 5-11-14 4 Io LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.08 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.15 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.10 10-11 >999 240 Weight: 142lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=243(LC 11) Max Uplift 2=552(LC 12), 7=552(LC 12) Max Grav 2=1083(LC 1), 7=1083(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1860/1001, 3-4=-1405/845, 4-5=1174/821, 5-6=-1397/840, 6-7=1B60/1001 BOT CHORD 2-12=743/1650, 11-12=743/1650, 10-11=-429/1171, 9-10=773/1613, 7-9=-773/1613 WEBS 3-11=-555/370, 4-11 =-1 27/376, 5-1 0=1 29/375, 6-10=-561/372 Structural wood sheathing directly applied or 4-1-2 oc purlins, except 2-0-0 oc purlins (5-2-3 max.): 4-5. Rigid ceiling directly applied or 6-7-6 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=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-5-4, Exterior(2E) 11-5-4 to 15-10-12, Extedor(2R) 15-10-12 to 20-1-11, Interior(1) 20-1-11 to 28-8-0 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=552, 7=552. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.56126 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not HV 11' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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'�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 ANSYTPH 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 k- Qty Ply 2807 Placid Ave T22863916 510991 A5 Hip 1 1 Job Reference o tional ribbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:22 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrlt-tJpIJX8gOLXJDvLdBF7gl—U WOuzdxYJBYPTcHzkbdV 13-10-12 1 -1-0-0 6-11-14 i 13-5-4 13 20-4-2 , 274-0 , 28-8-0 , 1-4-0 6-11-14 6-5-6 0. - 6-5-6 — -- r 6-11-14 1-4-0 0-2-12 Scale=1:49.4 4x6 = I9 3x4 — 2x4 II 5x8 = 2x4 II 3x4 = 13-10-12 6-11-14 13-5-4 1 20-4-2 27-4-0 6-11-14 6-5-6 0- - 6-5-6 6-11-14 0-2-12 Plate Offsets (X,Y)— [9:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.08 8-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.17 8-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(ILL) 0.11 8-16 >999 240 Weight 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-15 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=282(LC 11) Max Uplift 2=552(LC 12), 6=-552(LC 12) Max Grav 2=1083(LC 1), 6=1083(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1820/916, 3-4=1238l726, 4-5=1238/726, 5-6=1820/916 BOT CHORD 2-10=-653/1618, 9-10=653/1618, 8-9=-684/1569, 6-8=-684/1569 WEBS 3-10=0/287, 3-9=-691/442, 5-9=-692/442, 5-8=0/287, 4-9=-308/694 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=oft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-8-0, Exterior(2R) 13-8-0 to 17-10-15, Interior(1) 17-10-15 to 28-8-0 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 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 This item has been will fit between the bottom chord and any other members. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed b ORe an, Philip, Y PE 9 P 2=552, 6=552. , 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. Philip J.ORegan PE No.68126 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design into the overall A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i�i 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 ANSIITP/f Quality Criteria, DSB-89 and BCS/ 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 Q.ty, Ply 2807 Placid Ave T22863917 510991 A6 Common 7 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:23 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrlt-LVN8Xt9SnffAr3wpkzevq B 1 g MI DOI SESNC818kzkbdU 7-1-4 13-8-0 20-2-12 27-4-0 28-8-0 , 7-1-4 6-6-12 6-6-12 7-1-4 1 4-0 Scale: 1/4"=1' 4x6 = 6x6 = 6x6 = 3x4 = 3x4 = Iv 0 9-3-8 , 18-0-8 , _ 27-4-0 9-3-8 8-9-0 9-3-8 Plate Offsets (X Y)— r1:0-0-4 Edge] [5:0-0-4 Edge] [7:0-3-0 Edge] [8:0-3-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.21 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.39 8-11 >850 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC202O/TPI2O14 Matrix -MS Wind(LL) 0.18 8-11 >999 240 Weight: 124 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-279(LC 10) Max Uplift 1=451(1_C 12), 5=-555(LC 12) Max Grav 1=1182(LC 17), 5=1252(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2006/1033, 2-3=-1844/1013, 3-4=-1835/988, 4-5=-199711009 BOT CHORD 1-8=753/1955, 7-8=349/1228, 5-7=-760/1732 WEBS 3-7=-322/887, 4-7=450/442, 3-8=-334/897, 2-8=-455/446 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=42psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-8-0, Extefior(2R) 13-8-0 to 16-8-0, Interior(1) 16-8-0 to 28-8-0 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 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 This item has been will fit between the bottom chord and any other members, with BCDL = 10.Opsf. electronically signed and 6) Refer to girder(s) for truss to truss connections. sealed by ORegan, Philip, PE seSealal 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=451, 5=555. Digital g g a gital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip:).O'Regan PE No:56126 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33910 Date: February 17,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE /dl1-7473 rev, 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p�{ Aq� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI 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 ANSI/TP/f Quality Criteria, DSB-89 and BCS/ 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 t City Ply, 2807 Placid Ave T22863918 510991 A7 Roof Special Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:24 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkdt-phwWcDA4Yyn 1 TDV?I gA8NPZoUhgbmpYbbsuagAzkbdT 3-0 4 7�-8 11-0-12 17-1-12 22.E-12 27-2-8 314 4�-0 44 4 5-5-0 5-5 4-7-12 6.00 12 5x6 — 3x4 2x4 11 5x6 = 14 13 19 12 20 11 10 9 8 3x6 11 3x4 = 3x8 = 5x6 = 3x4 = 2x4 11 3x8 = Scale=1:50.5 3-0� 7�-8 1'-8 12 17-1-12 22-0-12 27-2-8 3-0-4 4-4 4 4;4 5-5-0 55-0 4-7-12 Plate Offsets (X,Y)—[2:0-3-0,C-2-0),[4:0-3-0,0-2-0),[7:0-3-4,0-3-0),[11:0-3-0,0-3-0),[16:0-2-0,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.16 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.04 17 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.09 9-10 >999 240 Weight: 206lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc pudins (6-0-0 max.): 2-4, 6-7. WEBS 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 7-3-5 oc bracing. 7-8: 2x4 SP SS WEBS 1 Row at midpt 4-12 OTHERS 2x4 SP No.2 *Except* 7-16: 2x8 SP No.2 REACTIONS. (size) 14=Mechanical, 17=0-7-4 Max Horz 14=-212(LC 8) Max Uplift 14=-485(LC 8), 17=-506(LC 8) Max Grav 14=1156(LC 30). 17=1172(LC 30) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-446/211, 2-3=-816/413, 3-4=816/413, 4-5=1228/514, 5-6=-1709/615, 8-16=-331/1060, 7-16=331/1060, 1-14=-1123/493 BOT CHORD 12-13=0/450, 11-12=-216/955, 10-11=-479/1473, 9-10=-651/1812, 8-9=-656/1804 WEBS 2-13=-734/391, 2-12=-371/902, 3-12=269/223, 4-12=-449/192, 4-11=-197/688, 5-11=-697/361, 5-10=18/346, 6-10=-372/189, 6-8=-1845/638, 1-13=371/974, 7-17=1535l700 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 ORegan, Philip, 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. document are not considered 7) Refer to girder(s) for truss to truss connections. signed and Sealed and the 8) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify bearing signature must be verified capacity of surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) on any electronic copies. 14=485, 17=506. Philip J. O'Regan PE No.58126 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTsk USA, Inc. FL Cart 6634 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 168 lb up at 6904 Parke East'Blvd. Tampa FL 33610 25-9-0 on tap chord. The design/selection of such connection device(s) is the responsibility of others. Date: 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). February 17,2021 - abMM13AU(te%andard ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 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 .- -2807 Placid Ave 7 T22863918 510991 A7 Roof Special Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 6.43D s Nov 3U 2UZU MI I eK moustnes, Inc. t ue t-eo 16 Ua:bd:zb zuzi rage z I D:57SsTgVCOc9ruifyX3gR_Ezkrlt-HuUuxZAiJGvu4M3CsOhNvc6zE5OgVGoIgWd8CczkbdS LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-6=54, 6-7=-54, 8-14=20 Concentrated Loads (Ib) Vert: 18=-80(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE PdII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p A� 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 i� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 ! r Qty Ply 2807 Placid Ave T22863919 510991 A8 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. rue t-eb 16 U9:b62b 2U21 Hegel I D:5?SsTgVCOc9ruifyX3g R_Ezkrit-142G9vBK4a11iWeOQ5CcSgf9oVNLEhsu3ANh13zkbdR- 5-0 4 9 8-12 15-1-12 205-12 27-2-8 5-0- 45-8 5-5-0 5-5-0 6-7-12 5x6 = 6.00 12 5x6 = 4x4 12 11 21 10 9 8 7 3x6 II 3x4 = 5x8 = 3x4 = 4x4 = 3x4 II 55-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.26 TC 0.74 Vert(LL) -0.08 8-9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.14 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.09 8-9 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x8 SP No.2 WEBS REACTIONS. (size) 12=Mechanical, 14=0-7-4 Max Horz 12=-159(LC 12) Max Uplift 12=-474(LC 12), 14=401(LC 12) Max Grav 12=1128(LC 18). 14=1092(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=635/404, 2-3=-844/609, 3-4=990/590, 4-5=1473f700, 5-6=-1685/747, 1-12=1060/672 BOT CHORD 10-11 =-1 26/583, 9-10=549/1260, 8-9=-728/1658 WEBS 2-11=-509/428, 2-10=-353/679, 4-10=754/441, 4-9=59/433, 5-9=-471/216, 5-8=-657/460, 6-8=755/1723, 1-11=-450/904, 6-14=1154/533 Scale = 1:54.8 14 C6 4 0 rV PLATES GRIP MT20 244/190 Weight: 196 lb FT = 20% Structural wood sheathing directly applied or 4-7-8 oc purins, except end verticals, and 2-0-0 oc purlins (4-0-10 max.): 2-3, 5-6. Rigid ceiling directly applied or 6-10-7 oc bracing. 1 Row at midpt 2-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-0-4, Exterior(2R) 5-0-4 to 8-0-4, Interior(1) 8-0-4 to 9-8-12, Exterior(2R) 9-8-12 to 12-8-12, Interior(1) 12-8-12 to 26-5-8 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. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=474,14=401. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.,O'RegamPE No,58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 17,2021 ® 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 p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi 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 ANSI/rp/f 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 4 ' Qty Ply 2807 Placid Ave T22863920 510991 A9 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:27 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR_Ezkrlt-DGceMFCzri9cKgDazpjR1 BJvvfezB62lg6EHVzkbdQ :_-1 4 7,-10-12 13-2-12 18-6-12 22-&-14 2:7 2-8 6-10.4 1-0-8 5�-0 54-0 4-2-2 45-10 5x6 = 5x6 = 6.00 12 2 3 4x6 13 20 12 11 21 10 9 8 3x6 I I 3x4 = 3x4 = 5x6 = 3x4 = 4x6 = Scale = 1:57.8 6-1011 7,-10-12 13-2-12 18-0-12 27-2 8 6-10 4 1-0-8 54-0 5�-0 6-7-12 Plate Offsets (X Y)— [2:0-3-0 0-2-7] [3:0-3-0 0-2-7] [7:0-3-4 0-3-0] [10:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.15 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.27 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.05 15 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.13 10-11 >999 240 Weight 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-10-2 cc purlins, 2-3: 2x6 SP No.2 except end verticals, and 2-0-0 oc purlins (4-9-0 max.): 2-3, 5-7. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 2-12, 4-11 OTHERS 2x8 SP No.2 REACTIONS. (size) 13=Mechanical, 15=0-7-4 Max Harz 13=165(LC 11) Max Uplift 13=-466(LC 12), 15=-408(LC 12) Max Grant 13=1148(LC 18). 15=1077(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-781/461, 2-3=-627/518, 3-4=768/520, 4-5=1302/630, 5-6=-1521/671, 8-14=-424/1011, 7-14=-424/1011, 1-13=-1050/654 BOT CHORD 11-12=-207/668, 10-11=-487/1102, 9-10=-660/1507, 8-9=-437/868 WEBS 2-12=-194/261, 3-11=-268/448, 4-11=922/503, 4-1 0=1 19/597, 5-10=-517/224, 5-9=-436/341, 6-9=-335/936, 6-8=1139/605, 1-12=-405/931, 7-15=1096/506 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-4, Exterior(2E) 6-10-4 to 7-10-12, Exterior(2R) 7-10-12 to 10-10-12, Interior(1) 10-10-12 to 26-5-8 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 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. Sealed by ORegan, Philip, PE 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members, with BCDL = 10.Opsf. document are not Considered 7) Refer to girder(s) for truss to truss connections. signed and sealed and the 8) Bearing atjoint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signature must be verified capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) on any electronic copies. 13=466, 15=408. Philip4. URegan'PE No.58126 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA, Inc. FL Cart 6634 69D4 ParkeEasl Blvd. Tampa FL 33610 Date: February 17,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5il912020 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 H building design. Bracing indicated is to prevent buckling of individual truss web and/or 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 p �iTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ 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 2807 Placid Ave T22863921 510991 A10 Roof Special 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:06 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR_Ezkdt-LEriy3yonRWaIR6YFurwecgmfRYuYjYyT3Xd1 Dzkbdl 4-10� 9-510-12 16-0-12 21-3-10 26-0-8 127-2-81 4-104-11-4-0 8 6-8-0 4-0-14 4-8-14 1-2-0 6.00 12 5X6 = 5X6 = M 13 12 23 11 10 9 8 3X6 I 3x4 = 5X8 = 3x4 = 3x4 = 2x4 II 4-9-10-12 16-6-12 21.3-10 27-2 8 4-10 4 5-0 8 6-M 4-8-14 5-10 14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.06 10-11 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.11 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.01 15 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -MS Wind(LL) 0.04 10-11 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 *Except* BOT CHORD 1-13: 2x6 SP No.2 WEBS JOINTS REACTIONS. (size) 13=Mechanical, 14=0-7-4, 15=0-7-4 Max Horz 13=118(LC 11) Max Uplift 13=-441(LC 12), 14=-490(LC 18), 15= 671(LC 12) Max Grav 13=1059(LC 18), 14=212(LC 12), 15=1634(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-573/373, 2-3=788/577, 3-4=920/522, 4-5=727/374, 1-13=-995/638 BOT CHORD 11-12=-177/532, 10-11=-566/1182, 9-10=3611752 WEBS 2-12=-477/405, 2-11=-336/636, 4-11=-584/330, 5-16=-50/397, 1-12=-417/840, 7-14=-261/467, 7-15=411/230, 5-15=1030/492. 9-15=-388/798,10-16=-231/471, 4-16=-559/283 Scale=1:53.2 3x4 PLATES GRIP MT20 244/190 Weight: 231 lb FT = 20% Structural wood sheathing directly applied or 4-8-14 cc purlins, except end verticals, and 2-0-0 cc purlins (6-0-0 max.): 2-3, 4-6. Rigid ceiling directly applied or 7-10-1 cc bracing. 1 Row at midpt 2-12, 3-11, 4-11 1 Brace at Jt(s): 16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-10-4, Exterior(2R) 4-10-4 to 7-10-4, Interior(1) 7-10-4 to 9-10-12, Exterior(2R) 9-10-12 to 12-10-12, Interior(1) 12-10-12 to 26-0-8, Extedor(2E) 26-0-8 to 27-0-12 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. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=441,14=490,15=671. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.68126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I 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 ANSI1TPl1 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 2807 Placid Ave T22863922 510991 All Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:07 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrlt-pQP5APyQYkeRwbhkocM9BpMwAnn2H4w5hjGBafzkbdk 11-0-12 15-0-12 20-1-10 24-10-8 27-2-8 1-0.4 28-0 7.4-8 44 48-14 4-8-14 2-4-0 6.00 12 5x6 = 4x4 = 5x6 = m 16 14 13 23 12 11 24 25 10 9 6x6 = 4x8 = 5x6 = 3x4 = 3x4 = 3x8 = Scale = 1:57.9 1-04, 3-8: 11-0-12 15- -12 24-10-8 27-2-8 , 11-4' 2�-0� 7-0-8 4-44 9-5-12 2�-0 Plate Offsets (X,Y)— [3:0-3-0,0-2-0), [4:0-3-0,0-2-0], [7:0-2-4,0-2-12), [8:0-6-12,Edge), [12:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.31 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.53 10-11 >606 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.08 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(ILL) 0.06 10-11 >999 240 Weight 227 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x8 SP No.2 BOT CHORD WEBS REACTIONS. (size) 14=Mechanical, 16=0-7-4 Max Horz 14=-88(LC 12) Max Uplift 14=-464(LC 12), 16=-41 O(LC 12) Max Grav 14=1135(LC 18), 16=1124(LC 18) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-507/289, 3-4=-455/331, 4-5=1128/594, 5-6=1322/639, 6-7=405/206, 9-15=-505/1031, 8-15=-505/1031 BOT CHORD 12-13=-416/927, 11-12=-587/1307, 10-11=-494/951, 9-10=-164/419 WEBS 2-14=1070/588, 2-13=461/935, 4-13= 776/411, 4-12=-1961749, 5-12=638/309, 6-11 =1 68/571, 6-10=886/533, 7-10=233/1077, 7-9=1206/417. 8-16=1135/561 Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-10 max.): 1-2, 3-4. 5-7. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 4-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-0-4, Interior(1) 1-0-4 to 3-8-4, Exterior(2R) 3-8-4 to 6-8-4, Interior(1) 6-8-4 to 11-0-12, Exterior(2R) 11-0-12 to 14-0-12, Interior(1) 14-0-12 to 24-10-8, Exterior(2E) 24-10-8 to 26-5-8 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 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 ORegan, Philip, 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. document are not Considered 7) Refer to girder(s) for truss to truss connections. signed and sealed and the 8) Bearing atjoint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify be capacity of bearing surface. signature must verified 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) on any electronic copies. 14=464, 16=410. Philip J. O'Regan PE No.58126 10) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall R3@' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* y 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 ANSIMP/1 Qualify Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safefyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type + t Qty Ply 2807 Placid Ave T22863923 510991 Alt' Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:09 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrit-Ip Wrb5_g4Mu99vr7w1 OdGESMneRY13UO91IHeYzkbdi 2-213 2,6 4 7-4-8 12-2-12 16-0-12 21-3-10 _ 26-0-8 27-2-81 2-2 4 0 4-0 4-10-4 4-10.4 4 4-0' 4�-14 4 8-14 1-2-0 ' 4x4 = 6x6 = 3x4 = 5x6 = 6.00112 14 13 22 23 12 11 10 9 3x6 II 4x8 = 5x8 = 3x4 = 3x4 = 2x4 11 2-21$6 4 12-2-12 16:6-12 21-3-10 26-0 2-21 041 9� 8 4�-0 4-0-14 4-8-14 1-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.34 12-13 >922 360 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.55 12-13 >571 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.01 16 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.04 12-13 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD 1-2,2-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 9-12: 2x4 SP SS WEBS WEBS 2x4 SP No.2 JOINTS REACTIONS. (size) 14=Mechanical, 15=0-7-4, 16=0-7-4 Max Horz 14=131(LC 12) Max Uplift 14=-456(LC 12), 15=-488(LC 18), 16=-641(LC 12) Max Grav 14=111 O(LC 18), 15=194(LC 12), 16=1653(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1219/550, 1-2=-350/157, 2-3=-347/159, 3-4=-1006/544, 4-5=1149/525, 5-6=-757/366 BOT CHORD 12-13=-285/732, 11-12=-523/1183, 10-11=-356/822 WEBS 3-12=-175/438, 4-12=0/301, 5-12=-357/275, 1-13=-534/1221, 3-13=-750/516, 8-15=-233/466, 6-17=-8/379, 10-16=-379/870, 8-16=409/205, 6-16=-1056/469, 11 -1 7=-1 88/403, 5-17=534/240 Scale = 1:49.4 3x4 15 Ix6 11 PLATES GRIP MT20 244/190 Weight: 241 lb FT = 20% Structural wood sheathing directly applied or 5-3-14 oc purlins, except end verticals, and 2-0-0 oc purins (6-0-0 max.): 1-4, 5-7. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 1-14, 3-13 1 Brace at Jt(s): 1, 17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-2-12, Exterior(2R) 12-2-12 to 15-2-12, Interior(1) 15-2-12 to 26-0-8, Exterior(2E) 26-0-8 to 27-0-12 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. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Gt=lb) 14=456, 15=488, 16=641. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 n Q O N This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. VRegan PE No,58126 MiTek USA, Inc. FL Cart 6634 69D4 Parke East'Blvd. Tampa,FL 33610 Date: February 17,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 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 1 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracingindicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11n 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 ANSIMP/1 Quality Criteria, DSB-89 and BCS/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 1 I_ City Ply 2807 Placid Ave T22863924 510991 A13 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:10 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrit-D?4DoR?Irf00n3QJ UkvspS_022tXUQoXNhVrA_zkbdh 6-8-6 13-1 4 1 -8 18.6-12 22-8-14 27-2-8 6-8-6 6 4-14 0 6-1 4-10-12 4-2-2 4-5 10 6.00 12 4x4 = 4x4 = 2x4 II 44 = Scale=1:52.3 13 21 12 22 1110 9 8 3x6 II 4x8 = 5x6 = 3x4 = 5x6 = 3x4 = 6-8-6 i 13-1-4 1 8 18-6-12 27-2-8 6-8-6 6 4-14 0 6-1 4-10-12 8-7-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.13 8-9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.27 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.06 15 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.09 11-12 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x8 SP No.2 WEBS REACTIONS. (size) 13=Mechanical, 15=0-74 Max Horz 13=-116(LC 12) Max Uplift 13=-468(LC 12), 15=-406(LC 12) Max Grav 13=1164(LC 18), 15=1083(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-1 3=-1 039/623, 1-2=-923/472, 2-3=-923/472, 34=-1198/660, 4-5=1335/627, 5-6=-1531/670, 8-14=-420/1017, 7-14=-420/1017 BOT CHORD 11 -1 2=-480/1148, 10-11=-477/1144, 9-10=-659/1516, 8-9=-434/873 WEBS 1-12=-660/1291, 2-12=419/388, 3-12=-378/237, 3-11=315/203, 4-10=299/717, 5-10=502/245, 5-9=-449/346, 6-9=338/943, 6-8=-1145/600. 7-15=11021504 15 v PLATES GRIP MT20 244/190 Weight: 192 lb FT = 20% Structural wood sheathing directly applied or 4-10-15 oc purins, except end verticals, and 2-0-0 oc purlins (4-8-14 max.): 1-3, 5-7. Rigid ceiling directly applied or 7-1-12 oc bracing. 1 Row at midpt 3-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-8-0, Exterior(2R) 13-8-0 to 16-8-0, Interior(1) 16-8-0 to 26-5-8 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. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 15 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 13=468, 15=406. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. V d 4 4 N This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33810 Date: February 17,2021 ® 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 MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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/rP/f quality Criteria, DSB-89 and BCS/ 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 t City. •. Ply 2807 Placid Ave T22863925 510991 A14 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:11 2021 Page 1 ID:5?SsTgVCOc9mifyX3gR_Ezkrlt-hBeb?n?wcz8tPD?W1 SR5LfXbvSCgDxihcLEOjQzkbdg 5-10 4 11-5-0 13 8-0 20-M 27-2-8 5-10� 5-0-12 2�-0 6-7-0 6-11-8 Scale=1:49.2 6.00 12 4x6 = 13 0 10 IN9 11 10 17 18 9 8 7 3x6 II 4x8 = 5x8 = 2x4 II 3x8 = i 5-10-4 11.5-0 138-0 20-3-0 27-2-8 5-10-4 5-0-12 2-3-0 6-7-0 6-11-8 Plate Offsets (X,Y)—[5:0-2-12,0-2-4],[6:0-3-4,0-3-0),[9:0-3-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.15 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.27 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.07 13 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Wind(LL) 0.10 8-9 >999 240 Weight 175 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins (5-10-4 max.): 1-3, 5-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-1 cc bracing. OTHERS 2x8 SP No.2 WEBS 1 Row at midpt 5-7 REACTIONS. (size) 11=Mechanical, 13=0-7-4 Max Horz 11=-116(LC 12) Max Uplift 11=465(LC 12), 13=-409(LC 12) Max Grav 11=1120(LC 18), 13=1077(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1047/611, 1-2=-940/477, 2-3=-940/477, 3-4=-1293/701, 4-5=1338/644, 7-12=-355/947, 6-12=-355/947 BOT CHORD 9-10=-562/1237, 8-9=-741/1625, 7-8=745/1617 WEBS 1-10=-668/1321, 2-10=358/342, 3-10=-504/316, 4-9=-301/872, 5-9=-581/320, 5-8=0/252, 5-7=-16621761, 3-9=-393/255,6-13=-1128/529 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-8-0, Exterior(2R) 13-8-0 to 16-8-0, Interior(1) 16-8-0 to 26-5-8 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 ORegan, Philip, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL =1 o.opsf. Printed copies of this 7) Refer to girder(s) for truss to truss connections. document are not considered 8) Bearing atjoint(s) 13 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) signature must be verified 11=465, 13=409. On any electronic Copies. 10) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Philip J. URegan PE No.58126 MiTek USA, Inc. FL Cott 6634 6904 Parke EasfBlvd. Tampa FL 33610 Date: February 17,2021 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 N�/g T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'y' 1�i ke is always required for stability and to prevent collapse 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 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 Qty Ply 2807 Placid Ave T22863926 510991 A15 Roof Special Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:12 2021 Page 1 I D:57SsTgVCOc9ruifyX3g R_Ezkrlt-9NC_D60YNHGkOMaib9yKut4iosYyPvgr7_xFszkbdf 13-10-0 i 7-0-4 i 13-" 13r11-0 18-0-8 _,_ 22A' i 27-2-8 i 7-0-4 6-5-12 0- - 4-2-8 4-2-8 4-11-8 0-2-0 Scale = 1:49.7 44 = 1 11 10 9 8 7 3x4 — 2x4 II 5x8 = 3x4 = 2x4 II 3x8 = 13-10-0 7-0-4 13.6-0 13 - 1'-o a 223-0 27-2-8 7-0-4 6-5-12 0- - 4-2-8 4-2-8 4-11-8 0-2-0 Plate Offsets (X,Y)—[1:0-1-4,0-0-21,[6:0-3-4,0-3-01,[10:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CsL DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.09 11-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.19 11-16 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.07 17 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.14 11-16 >999 240 Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc puriins (6-0-0 max.): 5-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. OTHERS 2x4 SP No.2 *Except* 6-13: 2x8 SP No.2 REACTIONS. (size) 1=Mechanical, 17=0-7-4 Max Horz 1=-210(LC 23) Max Uplift 1=-446(LC 8), 17=571(LC 8) Max Grav 1=1000(LC 1), 17=1061(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1795/814, 2-3=-1217/628, 3-4=-1171/642, 4-5=15011730, 7-13=-364/869, 6-13=-364/869 BOT CHORD 1-11=763/1576, 10-11=-763/1576, 9-10=595/1302, 8-9=-726/1531, 7-8=731/1528 WEBS 2-11=0/295, 2-10=706/411, 4-10=-479/285, 4-9=-45/267, 5-9=284/154, 5-7=1538812, 3-10=-325/720, 6-17=-1303/723 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; 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. This item has been 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 ORegan, Philip, 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 will fit between the bottom chord and any other members. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. Printed Copies of this 8) Bearing atjoint(s) 17 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 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=1b) 1=446, 17=571. signature must be verified 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. On any electronic Copies. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 190 lb up at Philip J. O'Regan PE No.58126 25-9-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. MiTek USA, Inc. FL Cart 66U 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 Date: LOAD CASE(S) Standard February 17,2021 -Continued-on-page-2 ® wARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1111-7473 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 ivi 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 ANSIITP11 Quality Criteria, DSB-89 and BCS/ 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 2807 Placid Ave T22863926 510991 A15 Roof Special Girder 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:12 2021 Page 2 I D:5?SsTgVCOc9ruifyX3g R_Ezkrit-9NC_D60YNHGkOMaib9yKut4iosYyPvgft_xFszkbdf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-5=-54, 5-6=-54, 7-14=-20 Concentrated Loads (Ib) Vert: 18=-103(B) ®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 r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 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 2807'Placid Ave T22863927 510991 A16 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:13 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR_Ezkrlt-damMCiS188a0beW9u9sTZCi4c7GGwGhxA 4f)vnJzkbde 6-0-4 11-0-0 15-10-0 21-3-12 27-4-0 28-0 , 6-0-4 5-5-12 4-4-0 5-5-12 6-0-4 18--4-0 Scale: 1/4"=1' 5x6 = 5x6 = ' 6 L O 7 is 1 11 10 9 8 3x4 — 2x4 11 5x6 = 3x8 = 2x4 11 3x4 = 6-0-4 11-6-0 15-10-0 21-3-12 27-4-0 6-0-4 5-5-12 4-4-0 5-5-12 6-0-4 Plate Offsets KY)— [3:0-3-0,0-2-01,[4:0-3-0,0-2-01,[10:0-3-0,0-3-01 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 0.47 Vert(LL) -0.08 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.15 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.11 9-10 >999 240 Weight: 140lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x4 SP No2 BOT CHORD REACTIONS. (size) 1=Mechanical, 6=0-8-0 Max Horz 1=-238(LC 10) Max Uplift 1=-451(LC 12), 6=-555(LC 12) Max Grav 1=1010(LC 1), 6=1085(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1862/1018, 2-3=-1406/854, 3-4=1172/830, 4-5=1396/850, 5-6=-1863/1011 BOT CHORD 1-11=-768/1665, 10-11=-768/1665, 9-10= 439/1171, 8-9=782/1616, 6-8=782/1616 WEBS 2-10=-573/385, 3-1 0=1 33/381, 4-9=-133/374, 5-9=-565/374 Structural wood sheathing directly applied or 3-11-12 oc purlins, except 2-0-0 oc purlins (5-2-10 max.): 3-4. Rigid ceiling directly applied or 6-5-15 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=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-6-0, Extedor(2E) 11-6-0 to 15-10-0, Exterior(2R) 15-10-0 to 20-0-15, Interior(1) 20-0-15 to 28-8-0 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=451, 6=555. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cart 66U 6904 Parke East'Blvd. Tampa FL 33610 Date: February 17,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building Component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11'rP/1 Quality CrHorla, DSB-89 and BCSI Building Component 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 2807 Placid Ave _ ' T22863928 510991 A17 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:15 2021 Page 1 I D:51SsTgVCOc9ruifyX3g R_Ezkrlt-ayu6r83RfCflugJHGHVI VVUMJ3XY9tOHXyCcsBzkbdc 5-0-4 , 9-6-0 13-8-0 17-10-0 , 22-3-12 , _ _ 27-0-0 5-0.4 4-5-12 4-2-0 4-2-0 4-5-12 5-0-4 4x4 = 5x6 = _ 3x4 = Sxs 5x8 = 5x8 = Scale=1:47.1 4x4 = 9-6-0 8-4-0 9-6-0 Plate Offsets (X,Y)— [1:0-1-0,Edge), [3:0-3-0,0-2-01, [5:0-3-0,0-2-0), p:0-1-0,Edge), [9:0-3-12,0-3-0), [10:0-3-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.15 10-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.32 10-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.11 10-13 >999 240 Weight: 133 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc pudins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc puriins (4-11-14 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-4-8 oc bracing. REACTIONS. (size) 1=Mechanical, 7=0-8-0 Max Horz 1=-200(LC 10) Max Uplift 1=-451(LC 12). 7=-555(LC 12) Max Grav 1=1010(LC 1). 7=1085(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1858/1063, 2-3=1576/890, 3-4=1331/841, 4-5=1326/846, 5-6=1570/882, 6-7=-1847/1062 BOT CHORD 1-10=-822/1659, 9-10=628/1439, 7-9=-839/1629 WEBS 2-10=-385/359, 3-10=-183/471, 4-10=261/161, 4-9=265/173, 5-9=174/469, 6-9=375/350 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; BCD L=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-6-0, Exterior(2R) 9-6-0 to 13-8-0, Interior(1) 13-8-0 to 17-10-0, Exterior(2R) 17-10-0 to 22-0-15, Interior(1) 22-0-16 to 28-8-0 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 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. 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 ORegan, Philip, 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 Digital Signature. will fit between the bottom chord and any other members. using a 7) Refer to girder(s) for truss to truss connections. Printed copies of this 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) document are not considered 1=451, 7=555. sealed and the al signed and sesemus 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signature e Verified on any electronic copies. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ® 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 iw 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 ANS11TP/1 quality Crfteria, 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 Qty Ply 2807 Placid Ave T22863929 510991 A1B Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:5B:16 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR_Ezkrlt-29RU3U33QVn9V tTq?OG2jEPATuruKQQmcy9Oezkbdb i 7-6-0 13-8-0 i 19-10-0 i _ 27-4-0 1 28-8-0 7-6-0 6-2-0 6-2-0 7-6-0 5x6 = 2x4 II 5x6 = Scale=1:47.0 4x4 = 2x4 11 5x8 = 2x4 11 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.12 9-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.24 9-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.19 9-12 >999 240 Weight: 123lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 2-0-0 oc pudins (3-11-5 max.): 2-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing. REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-162(LC 10) Max Uplift 1=-451(LC 12), 5=-555(LC 12) Max Grav 1=101O(LC 1), 5=1085(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1780/945, 2-3=1862/1100, 3-4=1862/1100, 4-5=-1772/927 BOT CHORD 1-9=-667/1518, 8-9=-668/1510, 7-8=664/1502, 5-7=663/1509 WEBS 2-9=0/303, 2-8=-197/534, 3-8=-365/316, 4-8=-224/538, 4-7=0/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-6-0, Exterior(2R) 7-6-0 to 11-8-15, Interior(1) 11-8-15 to 19-10-0, Exterior(2R) 19-10-0 to 24-0-15, Interior(1) 24-0-15 to 28-8-0 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 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. This Item has been 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 ORegan, Philip, PE 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Gt=lb) using a Digital Signature. 1=451, 5=555. Printed copies of this 9) 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. Philip J.ORegan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall HV building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeiC� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss . Truss.Type Qty Ply 2807 Placid Ave T22863930 510991 A19 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:17 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR_Ezkrlt-WL?tGg4hBpvO78SfOiYVbwnbHtFgdiAZ Ghiw4zkbda 55-0 10-10-12 165-4 21-10-0 274-0 28-M 55-0 54-12 5 _M 54-12 5-6-0 14-00 3x8 = 6x6 = 2x4 II 3x8 = 5x6 = 27 28 .- 29 30 31 - 32 33 - 2x4 11 6x12 MT20HS = 2x4 11 3x8 = Scale = 1:46.9 3x8 = 55-0 10-10-12 i 1654 21-10-0 274-0 5-0-0 54-12 5-6-854-12 5-6-0 Plate Offsets (X,Y)—[1:0-8-0,0-0-10],[2:0-3-0,0-2-7],[5:0-3-0,0-2-7] [6:0-8-0 0-0-14],[8:0-3-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.31 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.56 9-10 >583 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.15 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.42 9-10 >775 240 Weight 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-11 cc pudins, 2-5: 2x6 SP No.2 except BOT CHORD 2x4 SP SS 2-0-0 cc puriins (2-8-8 max.): 2-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-5 cc bracing. WEBS 1 Row at midpt 4-8 REACTIONS. (size) 1=Mechanical, 6=0-8-0 Max Horz 1=-124(LC 23) Max Uplift 1=-1208(LC 8), 6=-1264(LC 8) Max Grav 1=2137(LC 1), 6=2176(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4373/2493, 2-3=-5497/3031, 34=-5493/3028, 4-5=3699/2133, 5-6=-4284/2367 BOT CHORD 1-11=-2085/3857, 10-11=-2064/3818, 9-10=-2787/5442, 8-9=-2787/5442, 6-8=-1969/3776 WEBS 2-11=-404/741, 2-10=-880/1958, 3-10=-631/562, 4-9=0/412, 4-8=-2002/954, 5-8=-708/1539 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; 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) All plates are MT20 plates unless otherwise indicated. This item has been 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by ORegan, Philip, PE will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. Using a Digital Signature. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) Printed copies of this 1=1208, 6=1264. document are not Considered 10) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signed and Seal sealed and the 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 145 lb up at 5-6-0, i nature must signature e verified 135 lb down and 137 lb up at 7-6-12, 135 lb down and 137 lb up at 9-6-12, 135 Ib down and 137 lb up at 11-6-12, 135 lb down and 137 lb up at 13-6-12, 135 lb down and 137 lb up at 13-9-4, 135 lb down and 137 lb up at 15-9-4. 135 lb down and 137 on any electronic copies. lb up at 17-9-4, and 135 lb down and 137 lb up at 19-9-4, and 236 lb down and 265 lb up at 21-10-0 on top chord, and 592 lb Philip J.,O'ReganPE No.58126 down and 485 lb up at 5-6-0, 58 lb down at 7-6-12, 58 lb down at 9-6-12, 58 lb down at 11-6-12, 58 lb down at 13-6-12, 58 lb MiTek USA, Inc. FL Cart 6634 down at 13-9-4, 58 lb down at 15-9-4, 58 lb down at 17-9-4, and 58 lb down at 19-9-4, and 531 lb down and 380 lb up at 21-9-4 69D4 Parke East Blvd. Tampa.FL 33610 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Date: 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). February 1 7,2021 -Continued-on-page- ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek* 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 iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/f Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 3ast Job Truss . Truss Type 1 4 Qty, Ply 2807 Placid Ave T22863930 510991 A19 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.43U S NOV 3U 2u2u MI I eK Industries, Inc. I ue t•eD 1t1 ua:ou:i i zun rage z I D:5?SsTgVCOc9ruifyX3g R_Ezkrit-WL?tGg4hBpvO78SfOiYVbwnbHtF9diAZ_Ghiw4zkbda LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=54, 2-5=54, 5-7=54, 12-15=20 Concentrated Loads (lb) Vert: 2=72(121) 5=-77(B) 11=-592(B) 8=-531(B) 18=-72(B) 19=-72(B) 20=-72(B) 21=-144(B) 23=-72(B) 24=-72(B) 25=-72(B) 27=46(B) 28=-46(B) 29=-46(8) 30=-92(B) 31=-46(B) 32=-46(B) 33=-46(B) ®WARNING • Verify design parameters and READ NOTES ON THIS MID INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i� 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 ANSIITP11 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 Qty. Ply 2807 Placid Ave T22863931 510991 B1 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:28 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR_Ezkrit-hSA1abDbbBHSxgonXW 4XFkaFJ?nintBWUsopxzkbdP 1 4-0 5-0-0 11-0-0 16-0-0 17-4-0 1-0-0 5-0-0 6-M 5-0-0 14-0 Scale = 1:30.4 6x6 = 5x6 = 3x4 = 2x4 11 3x4 = 3x4 = 5-M 11-0-0 16-M 5-M 6-0-0 5-0-0 Plate Offsets (X Y)- [3:0-3-0 0-2-7] [4:0-3-0 0-2-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.07 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.17 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.08 7-8 >999 240 Weight: 75lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, 3-4: 2x6 SP No.2 except BOT CHORD 2x4 SP No.2 2-0-0 oc pudins (5-0-2 max.): 3-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-12 oc bracing. REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-117(LC 6) Max Uplift 2=-703(LC 8), 5=-703(LC 8) Max Grav 2=1128(LC 1). 5=1128(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2024/1139, 3-4=-1739/1064, 4-5=2027/1140 BOT CHORD 2-8=-885/1776, 7-8=-877/1748, 5-7=-883/1766 WEBS 3-8=145/481, 4-7=-147/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; 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. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) y gansealed b ORe , Philip' PE 2=703, 5=703. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. using a Digital Signature. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 126 lb down and 132 lb up at Printed copies of this 5-0-0, 126 lb down and 124 lb up at 7-0-12, and 126 lb down and 124 lb up at B-11-4, and 126 lb down and 132 lb up at 11-0-0 on document are not considered top chord, and 306 lb down and 249 lb up at 5-0-0, 48 lb down at 7-0-12, and 48 lb down at 8-11-4, and 306 lb down and 249 lb up signed and sealed and the at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. signature must be verified 10) 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 Philip J, O'Regan PE No.58126 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, Inc. FL Cart 0634 Uniform Loads (plf) 6904Parke East Blvd. Tampa,FL 33610 Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Date: February 17,2021 -Continued-orrpage- --- --- — — WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE rdll-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 n ANat building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi 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 ANSUTPN Qualify Criteria, DSB-89 and BC8I 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 2807 Placid Ave T22863931 510991 B1 Hip Girder 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905. 8.43U 5 NOV 3U 2ULU mi I eK Inausines, Inc. I ue reD 1 O Ud:Otl:LC LUL I rage Z I D:5?SsTgVCOc9ruifyX3gR_Ezkrlt-hSAI abDbbBHSxgonXWE4XFkaFJ?nintBWUsopxzkbdP LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-59(F) 4=-59(F) 8=-306(F) 7=306(F) 16=-59(F) 17=-59(F) 19=-39(F) 20=-39(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 rev. 5t19/2020 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 n� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V IiTekp is always required for stability and to prevent collapse 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/TP/1 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 Qty Ply 2807 Placid Ave T22863932 510991 C1 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:30 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrlt-erin?GEr7oYAB8y9fxGYcgpuF6hfAaeU_oLuugzkbdN 1 4-0 5-0-0 9-11-2 15.0-0 20-0-14 25-0-0 30-0-0 31-4-0 , 1-4-0 5-0-0 4-11-2 5-0-14 5.0-14 4-11-2 5-0-0 ' 1 4-0 6x6 = 2x4 II 3x8 = 7x8 = 6x6 = Scale=1:53.2 " 31 32 " 33 34 35 36 " 37 38 3x8 = 2x4 11 4x12 = 6x12 MT20HS = 4x12 = 2x4 11 3x8 — 9-11-2 , 15-0-0 , 20-0-14 25-0-0 , 30-0-0 , 5-0-0 4-11-2 5-0-14 5-0-14 4-11-2 5-0-0 Plate Offsets (X Y)— [2:0-8-0 0-0-14],[3:0-3-0,0-2-7][6:0-4-0,0-4-8],[7:0-3-0,0-2-7],[8:0-B-0,0-0-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.36 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.66 12 >545 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.49 12 >728 240 Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except 3-6,6-7: 2x6 SP No.2 2-0-0 oc puffins (2-11-5 max.): 3-7. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=122(LC 7) Max Uplift 2=1025(LC 8), 8=1025(LC 8) Max Grav 2=1936(LC 1). 8=1936(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3773/1849, 3-4=5279/2612, 4-5=-5275/2609, 5-6=5275/2609, 6-7=-5279/2612, 7-8=-3773/1849 BOT CHORD 2-14=-1513/3341, 13-14=-1510/3319, 12-13=2715/5899, 11-12=2715/5899, 10-11=1510/3302, 8-10=-1513/3324 WEBS 3-14=-66/396, 3-13=1029/2263, 4-13=513/444, 5-13=-704/324, 5-12=0/318, 5-11=704/324, 6-11=-513/444, 7-11 =1 029/2263, 7-10=66/396 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.1 B; 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 This item has been 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) All plates are MT20 plates unless otherwise indicated. Sealed by ORegan, Philip, PE 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed Copies Of this 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 2=1025, 8=1025. signed and sealed and the 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. signature must be verified 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 245 lb up at 5-0-0. 126 lb down and 124 lb up at 7-0-12, 126 lb down and 124 lb up at 9-0-12, 126 lb down and 124 lb up at 11-0-12, 126 lb on any electronic copies. down and 124 lb up at 13-0-12, 126 lb down and 124 lb up at 15-0-0, 126 lb down and 124 lb up at 16-11-4, 126 lb down and 124 Philip J.O'Regan PE No.68126 lb up at 18-11-4, 126 lb down and 124 lb up at 20-11-4, and 126 lb down and 124 lb up at 22-11-4, and 221 lb down and 245 lb MiTek USA, Inc. FL Cart6634 up at 25-0-0 on top chord, and 256 lb down and 152 lb up at 5-0-0, 48 lb down at 7-0-12, 48 16 dawn at 9-0-12, 48 lb down at 6904 Parke East Blvd. Tampa FL 33610 11-0-12, 48 lb down at 13-0-12, 48 lb down at 15-0-0, 48 lb down at 16-11-4, 48 lb down at 18-11-4, 48 lb down at 20-11-4, and Date: 48 lb down at 22-11-4, and 256 lb down and 152 lb up at 24-11-4 on bottom chord. The design/selection of such connection February 17,2021 device(s) is the responsibility of others. 11)-In}-thhe-- rL�OorA1D-CaAgSE(S)-section-loads-applied-to-the-face-of-the-truss-are-noted-as-front{F)-or-back-(B). CAVJF,Rt�1t�IG -pZattry Lign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPH 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 2807 Placid Ave T22863932 510991 C1 [lip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 Mil eK Industnes, Inc. I tie 1-eD ib uv:b9:3u zuzl rage z I D:5?SsTgVCOc9ruifyX3gR_Ezkrlt-erin?GEr7oYAB8y9fxGYcgpuF6hfAaeU_oLuugzkbdN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=54, 3-7=-54, 7-9=54, 15-18=-20 Concentrated Loads (lb) Vert: 3=-59(B) 7=59(B) 14=-249(B) 12=-39(B) 5=-59(B) 10=-249(B) 21=-59(B) 22=59(B) 23=-59(B) 24=-59(B) 27=-59(B) 28=-59(B) 29=59(B) 30=-59(B) 31=-39(B) 32=-39(B) 33=39(B) 34=-39(B) 35=39(B) 36=-39(B) 37=-39(B) 38=-39(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p�• building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing IVOiTeks is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTp/f 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 Qty Ply 2807 Placid Ave T22863933 510991 C2 Hip S 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:35 2021 Page 1 I D:5TSsTgVCOc9ruifyX3gR_Ezkrlt-_p5g2_IyLATHvg7RUsjJjXiB7NyrrpD74221 zkbdl 7-0-0 15-0-0 23-0-0 30-0-0 _ _ _ 31 4-0 i 1 4-0 7-M 8-0-0 8-0-0 7-0-0 14-0 ' 5x6 = 3x4 = 2x4 II 5x8 = 5x6 = 2x4 11 Scale=1:53.2 3x4 = i 7-0-0 15-0-0 23-0-0 i 30-0-0 7-0-0 8-0-0 8-0-0 7-0-0 Plate Offsets (X,Y)— [3:0-3-0,0-2-01, [5:0-3-0,0-2-0), [9:0-4-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.14 9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.29 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MS Wind(LL) 0.18 9 >999 240 Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied or 2-10-11 cc purlins, 3-5: 2x4 SP SS except BOT CHORD 2x4 SP No.2 2-0-0 oc purins (3-9-1 max.): 3-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-161(LC 10) Max Uplift 2=-596(LC 12), 6=596(LC 12) Max Grav 2=1182(LC 1), 6=1182(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2022/1025, 3-4=-2448/1358, 4-5=-2448/1358, 5-6=2022/1025 BOT CHORD 2-10=-739/1740, 9-10=742/1732, 8-9=-762/1732, 6-8=-760/1740 WEBS 3-10=0/318, 3-9=-400/893, 4-9=-493/432, 5-9=400/893, 5-8=0/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-0-0, Exterior(2R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 23-0-0, Exterior(2R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 31-4-0 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. 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 b ORe anPhilip, PE y g, p 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 atjoint(s) except Qt=lb) using a Digital Signature. 2=596, 6=596. Printed copies of this 8) Graphical purin 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. Philip J. C'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 8904 Parise East'Blvd. Tampa FL 33610 Date: February 17,2021 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 property incorporate this design into the overall pr 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?P/f Quality Criteria, DSB-89 and BCS/ 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 2807 Placid Ave T22863934 510991 C3 Hip Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Feb 16 U9:b8:37 2U21 Hage 1 ID:57SsTgVCOc9ruifyX3gR_Ezkrlt-xBDQTgKEUyQBWC VZvuBP8c5ax3hJmCWbNXmewzkbdG 4-9-0 9-0-0 15-M 21-0-0 , 25-2-12 30-0-0 314-0 4-94 4-2-12 6-M 6-N 4-2-12 .4-9-4 1 1-_4 ' 5x6 = 3x8 = 5x6 = Scale = 1:51.5 Iv 0 4x4 = 3x8 = 5x6 = 3x8 = 4x4 = 9-0-0 15-0-0 21-0-0 30-M 9-M 6-0-0 6-0-0 9-M Plate Offsets (X Y)— [1:0-1-0,Edge), [3:0-3-0 0-2-01 [5:0-3-0 0-2-0), [7:0-1-0,Edge), 110:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.14 11-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.31 11-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wlnd(LL) 0.15 10 >999 240 Weight: 149lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-12 cc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 cc purins (4-3-10 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-9 cc bracing. REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=194(LC 10) Max Uplift 1=-496(LC 12), 7=599(LC 12) Max Grav 1=1108(LC 1), 7=1184(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2085/1173, 2-3=-1824/1016, 3-4=1561/953, 4-5=1556/953, 5-6=1817/1003, 6-7=-2072/1170 BOT CHORD 1-11=-922/1848, 10-11=-832/1872, 9-10=832/1872, 7-9=-938/1830 WEBS 2-11=-358/335, 3-11=-203/545, 4-11=-485/231, 4-9=489/246, 5-9=202/540, 6-9=-348/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 21-0-0, Exterior(2R) 21-0-0 to 25-4-10, Interior(1) 25-4-10 to 31-4-0 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. This item has been 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • Sealed by ORegan, Philip, 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 fit between the bottom using a Digital Signature. will chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Printed copies of this 1=496, 7=599. document are not considered 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. signed and Sealed and the signature must be verified on any electronic copies. Philip J..O'Regan PE No.58126 Mi rok USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Ir ek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 I City i Ply 2807 Placid Ave T22863935 510991 C4 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:38 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR—Ezkrit-POnpg?KsFGY28MZi7cQQxMBEwLOT2Frfg1 HKAMzkbdF 5-9 4 11-M 19-M 24-2-12 30-M i 31 5-9 4 5-2-12 8-0-0 5-2-12 5-9 4 1-4-0 q 0 5x6 = 5x6 = Scale = 1:51.5 3x4 = 2x4 11 5x6 = 5x8 = 2x4 11 3x4 = 5-9-4 11-0-0 19-" , 24-2-12 30-" 5-91 5-2-12 8-0-0 5 2-12 5-9-4 Plate Offsets (X,Y)—[3:0-3-0,0-2-0),[4:0-3-0,0-2-01,[9:0-4-0,0-3-0),[10:0-3-0,0-3-01 I4 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 0.60 Vert(LL) -0.21 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.40 9-10 >900 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.13 9-10 >999 240 Weight: 150lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-4: 2x4 SP SS BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD WEBS REACTIONS. (size) 1=Mechanical, 6=0-8-0 Max Horz 1=232(LC 10) Max Uplift 1=-496(LC 12), 6=-599(LC 12) Max Grav 1=1304(LC 17), 6=1366(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2394/1126, 2-3=-1912/972, 3-4=1633/937, 4-5=-1877/964, 5-6=2363/1115 BOT CHORD 1-11=-865/2267, 10-11=-865/2267, 9-10=565/1739, 8-9=-876/2058, 6-8=-876/2058 WEBS 2-10=-578/356, 3-10=-90/590, 4-9=-76/517, 5-9=575/344 Structural wood sheathing directly applied or 3-5-14 oc pudins, except 2-0-0 oc purlins (4-5-15 max.): 3-4. Rigid ceiling directly applied or 6-1-9 oc bracing. 1 Row at midpt 3-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Extedor(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 19-0-0, Exterior(21R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 31-4-0 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. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. _ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 1=496, 6=599. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.ORegamPE No.58126 Mi rok USA, Inc. FL Cart 6634 69114 Parka East Blvd. Tampa FL 33810 Date: February 17,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse 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/TP/1 Quality Criteria, DSB-69 and BCS1 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 2807 Placid Ave T22863936 510991 C5 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, yI 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:39 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkdt-taKBuLLUOZgvmWBugKxfUZh R?kjBnegp2hOtiozkbdE 13.0-0 i 4.2-11 i 85-5 11-8-0 d2-8-01 i 17-0-0 i 21-11-0 i 26-10-0 a7-10-0 30-0 0 i 31-4-0 i 4.2-11 4-2-11 3-2-11 1-0.0 4-0-0 4-111 4-11-0 1-0.0 2-2-0 1�-0 0-0-0 5x6 = Scale=1:56.4 5x6 = Lu 1N ld 3X6 = 4X4 = 13 7G 4X4 = 4x8 = 2x4 11 2x4 11 3x4 = 2x4 dice = 3x8 = 4xB = Plate Offsets (X,Y)— [1:0-1-0,Edge] [5:0-3-0,0-2-0] [6:0-3-0,0-2-0], [12:0-3-8 0-1-8], [14:0-6-0,Edge], [17:0-2-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.15 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.29 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.19 14-15 >999 240 Weight: 183 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc purlins, except BOT CHORD 2x4 SP No.2 2-0-0 oc purins (4-9-2 max.): 5-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 10=0-8-0 Max Horz 1=271(LC 10) Max Uplift 1=-489(LC 12), 10=-594(LC 12) Max Grav 1=1120(LC 1). 10=1192(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2140/1177, 2-3=-1885/1014, 3-4=1770/1023, 4-5=1736/1084, 5-6=1418/927, 6-7=-1670/969, 7-8=-2256/1200, 8-9=-3472/1761, 9-10=2116/1079 BOT CHORD 1-20=-934/1967, 16-17=-498/1408, 15-16=-890/1986, 14-15=-1613/3327, 8-14=-229/655, 12-13=-228/406, 10-12=885/1858 WEBS 5-17=360/676, 6-16=201/496. 17-20=669/1641, 9-12=1112/541, 12-14=790/1745, 9-14=-644/1326, 7-15=77/384, 7-16=730/462, 8-15=-1361/733, 2-20=336/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2E) 13-0-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 31-4-0 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 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. sealed by ORegan, Philip, PE 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. 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. document are not Considered 7) Refer to girder(s) for truss to truss connections. Signed and Sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signature must e verified 1=489, 10=594. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. On any electronic Copies. Philip J.O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 17,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS MID INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �V iTe ke is always required for stability and to prevent collapse 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 Tampa, FL 36610 Job .Truss Truss Type r i • • Qty Ply 2807 Placid Ave T22863937 510991 C6 Roof Special Girder 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:41 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR_Ezkrlt-pzSxl1NIYBwc?glHolz7Z_mgkYNzFSY6W?V nhzkbdC r1�-0 5-0-0 9-7-0 14-2-0 18-0-0 21-10-0 24-2-0 30-1-0 33-0-8 , 36-0-0 'y7-0 Q 39-2-0 1-0 00 5-0-0 4-7-0 4-7-0 T 3-10-0 3-10-0 2�-0 5-11-0 2-11-8 2-11-8 -0- 2-2-0 1 Scale = 1:70.4 5x6 = 25 -' -- 24 23 22 21 3x4 = 16 15 4x8 = 2x4 11 NAILED 8x14 MT20HS = 3x4 = 6x16 = 3x4 11 48 = 7x14 = 3x6 = HJC26 THD26-2 3x4 II 5x6 = 21-10-0 , 24-2-0 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/TPI2014 CSI. TC 0.95 BC 0.92 WB 0.98 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(ILL) in (loc) I/deft Ud -0.64 22-23 >740 360 -1.16 22-23 >404 240 0.30 13 n/a n/a 0.87 22-23 >542 240 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight:251 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied, except 3-5: 2x6 SP No.2 2-0-0 oc purlins (2-2-4 max.): 3-5. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 3-5-14 oc bracing. 2-24: 2x6 SP DSS, 17-20,21-24: 2x4 SP SS WEBS 1 Row at midpt 5-22, 7-19 WEBS 2x4 SP No.2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special REACTIONS. (size) 2=0-8-0, 13=0-8-0 connection device(s) is the responsibility of others. This applies Max Horz 2=334(LC 23) to all applicable truss designs in this job. Max Uplift 2=1386(LC 8), 13=907(LC 8) Max Grav 2=2680(LC 1), 13=1820(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5633/2755, 3-4=-7828/3856, 4-5=-8060/3898, 5-6=5158/2499, 6-7=-3944/1937, 7-8=2936/1518, 8-9=-3004/1493, 9-10=-3729/1760, 10-11=5866/2649, 11-12=-5616/2493,12-13=3413/1520 BOT CHORD 2-25=-2323/4995, 24-25=2311/4958, 23-24=3646/7791, 22-23=-3705/8052, 21-22=143/363, 7-20=1076/2282, 19-20=1381/3485, 18-19=1321/3296, 17-18=-1602/3818, 15-16=295/617, 13-15=1252/3015 WEBS 3-25=231/706, 3-24=-1543/3260, 4-24=-818/658, 4-23=1068/1247, 5-23=-496/525, 5-22=-4151/2048, 6-22=-657/1394, 20-22=1901/4336, 6-20=-1558/866, 8-19=-1134/2355, 9-19=-879/457, 9-18=-141/540, 12-15=-1866/807, 15-17=1151/2882, 12-17=-900/2081, 10-18=-648/352, 7-19=2133/1081, 10-17=-765/1824 NOTES- This item has been 1) Unbalanced roof live loads have been considered for this design. electronically Signed and 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. sealed by ORegan, Philip, PE 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Digital Signature. 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific using a to the use of this truss component. Printed Copies Of this 4) Provide adequate drainage to prevent water ponding. document are not considered 5) All plates are MT20 plates unless otherwise indicated. Signed and Sealed and the 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • signature must be verified 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. On any electronic Copies. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) Philip J.O'Regan PE No.58126 2=1386, 13=907. MiTek USA, Inc. FL Cert 6634 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 10) Use USP HJC26 (With 16-16d nails into Girder & 1 Did nails into Truss) or equivalent at 5-0-6 from the left end to connect truss(es) Date: to back face of bottom chord. February 17,2�2 l 11) Use USP THD26-2 (With 18-16d nails into Girder & 12-1 Od nails into Truss) or equivalent at 9-0-8 from the left end to connect truss(es)-to-back-face-of-boftom-chord ontinued on page ® WARNING - Verify design parameters and READ NOTES Of.' THIS AND INCLUDED MITEK REFERENCE PAGE 1,11II-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 MiTek* t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f Vl iTe 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 ANS11rP/1 Quality Criteria, DSB•89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36510 Job. Truss,- Truss Type Qty Ply 2807 Placid Ave T22863937 510991 C6 Roof Special Girder 1 1 Jab Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:41 2021 Page 2 ID:5?SsTgVCOc9ruifyX3gR_Ezkdt-pzSxl1NIYBwc?glHolz7Z mgkYNzFSY6W?V_nhzkbdC NOTES- 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-1 Od (0.148'W") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 247 lb up at 5-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-8=54, 8-14=-54, 2-21=-20, 17-20=20, 16-28=-20 Concentrated Loads (lb) Vert: 3=-59(B) 25=249(13) 31=-59(B) 34=39(13) 35=1050(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ij�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 ANSIMP/1 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 f Qty Ply 2807 Placid Ave T22863938 510991 C7 Roof Special 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:43 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrit-ILaiiO?3oAKE7SfvA?bePs5pM4LjNBOzJ-4rzzkbdA r14-0 7-0-0 11-7-0 16-2-0 21-10-0 24-2-0 , 30-1-0 36-0-0 7-0- 39-2-0 0-" 14-0 7-0-0 4-7-0 4-7-0 5�;0 2-0-0 5-11-0 5-11-0 -0 2-2-0 14-0 Scale = 1:72.9 5x6 = 21 20 19 18 14 13 3x6 —_ 5x6 = 3x10 = 4x12 = 3x4 = 3x4 = 6x10 = 3x6 6x8 = 3x4 II 5x6 = 5-10-0 -0 11-7-0 16-2-0 21-10-0 28-11-0 36-0-0 7-0 39-2-0 5-10-0 1-1 4-7-0 4-7-0 5 8-0 7-1-0 7-1-0 -0 2-2-0 Plate Offsets (X,Y)— [3:0-3-0,0-2-0], [10:0-3-0,0-3-01, [15:0-3-4,Edge], rl7:0-2-0,0-2-12], [18:Edge,0-1-81, [19:0-1-12,0-1-121, [21:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.43 16-17 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.74 16-17 >636 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.24 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.44 19 >999 240 Weight: 227 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or2-5-10 oc purins, 1-3,7-10: 2x4 SP SS except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (2-9-15 max.): 3-5. 15-17,18-21: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-17 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-334(LC 10) Max Uplift 2=-749(LC 12), 11=749(LC 12) Max Grav 2=1750(LC 17), 11=1762(LC 18) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3103/1517, 3-4=-3749/1959, 4-5=-3749/1959, 5-6=3151/1634, 6-7=-3200/1756, 7-8=-3259/1689, 8-9=5654/2613, 9-10=-5337/2397, 10-11=3247/1458 BOT CHORD 2-21=1191/2931, 20-21=-1192/2920, 19-20=1957/4529, 18-19=182/368, 6-17=-321/353, 16-17=-802/2275, 15-16=-1285/2968, 9-15=187/258, 13-14=303/577, 11-13=-1222/2851 WEBS 3-21=0/260, 3-20=-666/1375, 4-20=-249/259, 5-20=-783/352, 5-19=-356/300, 17-19=-1776/4178, 5-17=-1773/938, 7-17=-986/2009, 7-16=542/1255, 8-16=-714/551, 8-15=1030/2404,10-13=-1831/795,13-15=1175/2895,10-15=-844/1892 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. This item has been II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-0, Interior(1) 2-7-0 to 7-0-0, Exterior(2R) 7-0-0 electronically signed and to 10-11-0. 1nterior(1) 10-11-0 to 24-2-0, Exterior(2R) 24-2-0 to 28-1-0, 1nterior(1) 28-1-0 to 40-6-0 zone; cantilever left and right sealed b ORe an, Philip, Y 9 p, PE exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Digital Signature. 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific using a to the use of this truss component. Printed copies of this 4) Provide adequate drainage to prevent water ponding. document are not Considered 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . signed and sealed and the 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 Signature must be verified will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) on any electronic copies. 2=749, 11=749. Philip J.O'Regan PE No.58126 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 p�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing V pile 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 ANSI/TIP/1 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 -2807 Placid Ave T22863939 510991 CS Roof Special 1 1 J0b Reference opt one] Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:44 2021 Page 1 I D:5?SsTgVCOc9ru ifyX3g R_Ezkdt-DX84x3Pdg61 B sHOrTtXq Bd O H71 S WSpXYCzkeNOzkb d9 r1 4-0 4-9 4 9-0-0 13-7-0 18-2-0 21-10-0 24-2-0 30-1-0 36-0-0 a7-0-Q 39-2-0 QO-0 Q 1.4 0 4-9 4 4-2-12 4-7-0 4-7-0 3-8-0 2�-0 5-11-0 5-11-0 -0 2-2-0 1-4-0 Scale = 1:72.9 5x6 = 21 20 19 15 14 3x6 —_ 5x8 = 5x12 = 2x4 II 3x4 = 6x10 = 3x6 6x8 = 3x4 II 5x6 = 9-0-0 18-2-0 21-10-0 25-11-0 36-0-0 7-0 39-2-0 9-M 9-2-0 3�-0 7-1-0 7-1-0 -0 2-2-0 Plate Offsets (X,Y)— [4:0-3-0,0-2-0], [11:0-3-0,0-3-01, [16:0-3-4,Edge], [18:0-2-8,0-2-121, [21:0-3-12,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.38 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.71 20-21 >664 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.22 12 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.38 17-18 >999 240 Weight: 230 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-5-9 cc puffins, except 8-11: 2x4 SP SS 2-0-0 cc purlins (2-11-15 max.): 4-6. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-3-9 cc bracing. 2-21,16-18,19-21: 2x4 SP SS WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-334(LC 10) Max Uplift 2=-749(LC 12), 12=749(LC 12) Max Grav 2=1757(LC 17), 12=1769(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3208/1619, 34=-2934/1461, 4-5=-2548/1341, 5-6=3484/1845, 6-7=-3113/1666, 7-8=3146/1745, 8-9=3275/1699, 9-1O=5682/2631, 10-11=5362/2414, 11-12=3261/1468 BOT CHORD 2-21 =-1 370/3078, 20-21 =1 417/3306, 17-18=814/2263, 16-17=1294/2983, 10-1 6=1 87/259, 14-15=-304/579, 12-14=1230/2864 WEBS 3-21=-360/354, 4-21=405/1084, 5-21=-935/556, 5-20=-148/589, 6-20=-777/478, 18-20=-1371/3563, 6-18=-1064/581, 8-18=-961/1948, 8-17=537/1249, 9-17=-715/550, 9-16=1039/2416, 11-14=-1841/801, 14-16=-1184/2910, 11-16=-850/1901 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. This item has been II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-0, Interior(1) 2-7-0 to 9-0-0, Exterior(2R) 9-0-0 electronically signed and to 12-11-0, Intedor(1) 12-11-0 to 24-2-0, Exterior(2R) 24-2-0 to 28-1-0, Interior(1) 28-1-0 to 40-6-0 zone; cantilever left and right sealed by ORegan, Philip, PE exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Digital Signature. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific using a to the use of this truss component. Printed copies Of this 4) Provide adequate drainage to prevent water ponding. document are not considered 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • Signed and Sealed and the 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 fit between signature must be verified will the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) on any electronic copies. 2=749, 12=749. Philip J, C'Regan PE No.56126 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. MiTek USA, Inc. FL Cart 6834 6904Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ®WARNING • Verify design parameters and READ NOTES ON THISMD INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe 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 ANS11TPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnfurmatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type f Qty Ply 2807 Placid Ave T22863940 510991 09 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:46 2021 Page 1 I D:57SsTgV COc9ru ifyX3g R_Ezkdt-AwGq MkRtMjZv6bAEbl7l G2UaLZ4Bwk6rfHDISuzkb d7 r1-4-0 5-94 11-M 15-7-0 20-2-0 24-2-0 31-0-12 39-2-0 AO-0-q 1-0-0 5-9-4 5-2-12 4-7-0 4-7-0 4-0-0. 7-2-12 7-94 1�-0 5x6 = 14 13 '- 12 - - 3x6 = 2x4 11 5x8 = 6x8 = 5-9-4 11-M 20-2-0 5-9�1 5-2-12 9-2-0 Scale=1:69.3 0 5x8 = 3x6 = 39-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.26 TC 0.77 Vert(LL) -0.37 12-13 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.66 12-13 >714 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.29 12-13 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except* TOP CHORD 7-8: 2x4 SP SS BOT CHORD 2x4 SP SS *Except* BOT CHORD 2-13: 2x4 SP No.2 WEBS WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-334(LC 10) Max Uplift 2=749(1_C 12), 9=-749(LC 12) Max Grav 2=1796(LC 17), 9=1804(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3288/1563, 3-4=-2809/1415, 4-5=-2441/1318, 5-6=2984/1580, 6-7=-3297/1793, 7-8=-3013/1521, 8-9=-3152/1505 BOT CHORD 2-14=-1309/3133, 13-14=1309/3133, 12-13=1188/2945, 11-12=759/2106, 9-11=1200/2750 WEBS 3-13=582/383, 4-13=-373/1005, 5-13=713/399, 5-12=-30/388, 6-12=-1648/1013, 7-12=-978/2088, 7-11=-387/1015, 8-11=-499/471 PLATES GRIP MT20 244/190 Weight: 207 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc puffins, except 2-0-0 oc pufins (3-3-1 max.): 4-6. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-0, Interior(1) 2-7-0 to 11-0-0, Exterior(2R) 11-0-0 to 14-11-0, Interior(1) 14-11-0 to 24-2-0, Exterior(21R) 24-2-0 to 28-1-0, Interior(1) 28-1-0 to 40-6-0 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=749, 9=749. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.68126 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek* o building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V I iTe 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 ANSI?PH 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 Qty • Ply 2807 Placid Ave > T22863941 510991 C10 ROOF SPECIAL GIRDER 1 q 3 Jab Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.43U s NOV 3D 2UZu Mi I eK maustnes, mc. rue t-eD ib ua:5ts:sg zuzl rage t ID:5?SsTgVCOc9ruifyX3gR_Ezkdt-WcXlgeHMBl2cflFwunLUnW TTj?76Nv4vQJ61bzkbdJ 4-5-11 8-4-13 , 12-4-0 16-11-0 21-6 0 , 24-2-0 28-11-13 , 33-9-11 , 39-2-0 , 4 3-11-3 3-11-3 4-7-0 4-7-0 2.8-0 4-9-13 4-9-13 5 45 a�3 6x6 // 7x8 11 2x4 11 5x8 = 7 ED 24 20 18 28 2f 17 2tl 16 Ju a -I 15 J2 JJ 14 J4 13 JD Jb 12 sr 156 11 Ja 4u 6x12 MT20HS � THD26 THD26 Special 6x12 MT20HS Special 3x8 I 4x4 = 5x6 = 7x14 MT20HS = 7x14 MT20HS = 5x6 = 3x8 I I Special Special Special Special Special Special Special THD26 THD26 THD26 THD26 8x8 = Special Special Special THD26 THD26 Scale = 1:74.4 10 r? I9 4-5-11 8 4-13 12-4-0 16-11-0 21-060 24-2-0 , 28-11-13 33-9-11 39-2-0 4-5-11 3-11-3 3-11-3 4-7-0 4-7-0 2-8-0 4-9-13 4-9-13 5 4 5 Plate Offsets (X,Y)— [1:0-4-7,Edge], [6:0-2-12,0-3-0] [7:0-2-12,0-3-12] [10:0-4-7,Edge], [12:0-3-0,0-3-8] [14:0-7-0 0-4-8], [15:0-7-0,0-4-8] [16:0-2-12,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 Vert(LL) -0.46 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.80 14-15 >584 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.58 14-15 >808 240 Weight: 824lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except* TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except 6-7: 2x4 SP No.2 2-0-0 oc pudins (5-5-0 max.): 4-6. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 *Except* 7-13: 2x4 SP SS WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 10=0-8-0 Max Horz 1=306(LC 7) Max Uplift 1=5293(LC 8), 10=-6191(LC 8) Max Grav 1=11775(LC 2), 10=12591(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-24549/11063, 2-3=21764/9902, 3-4=19166/8826, 4-5=19478/9078, 5-6=-19478/9078, 6-7=17425/8247, 7-8=17513/8260, 8-9=20502/9741, 9-10=23965/11583 BOT CHORD 1-18=9832/21957, 17-18=9832/21957, 16-17=-8682/19447, 15-16=-7545/16974, 14-15=-8866/19603, 13-14=8881/19642, 12-13=-8491/18286, 11-12=-10305/21450, 10-11=-10305/21450 WEBS 2-18=-972/2443,2-17=2876/1317,3-17=1461/3516,3-16=-3494/1612,4-16=-2171/5052, 4-15=-2008/4185, 5-15=-284/236, 6-15=-502/342, 6-14=-679/1645, 6-13=-10020/4601, 7-13=7110/15216,8-13=-4177/2090,8-12=-1976/4269,9-12=-4052/2067, 9-11=-1523/3288 This item has been electronically signed and NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: sealed by ORegan, Philip, PE Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. using a Digital Signature. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Printed copies Of this Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. document are not Considered 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 signed and sealed and the ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. be 3) Unbalanced roof live loads have been considered for this design. signature must verified 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. on any electronic copies. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever leftand right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Philip J.O'Regan PE No.68126 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific MiTek USA, Inc. FL Cert 6634 to the use of this truss component. 6904 Parke East Blvd. Tampa FL 33610 6) Provide adequate drainage to prevent water ponding. Date: 7) All plates are MT20 plates unless otherwise indicated. February 17,2021 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -Continued-on-page-2 A 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 MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall AiTek� 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 iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/'rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safefylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply. 2807 Placid Ave T22863941 510991 C10 ROOF SPECIAL GIRDER 1 q J Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.43U S Nov 3U ZUZU MI I eK Inaustnes, Inc. I ue reD lti uv:Ots:34 ZUZI rage Z ID:5?SsTgVCOc9ruifyX3gR_Ezkdt-WcXIgeHMBl2cflFwunLUnW TTj??6Nv4vQJ61bzkbdJ NOTES- 9) ' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 1=5293, 10=6191. 11) Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use USP THD26 (With 18-16d nails into Girder & 12-1 Od x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 15-8-0 from the left end to 27-8-4 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"4.25') toe -nails per NDS guidlines. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1086 lb down and 471 lb up at 1-8-0, 1086 lb down and 471 lb up at 3-8-0, 1086 lb down and 471 lb up at 5-8-0, 1086 lb down and 471 lb up at 7-8-0, 1086 lb down and 471 lb up at 9-8-0, 1086 lb down and 471 lb up at 11-8-0, 1086 lb down and 471 lb up at 13-8-0, 980 lb down and 466 lb up at 29-8-4, 990 lb down and 471 lb up at 31-8-4, 990 Ib down and 471 lb up at 33-8-4, and 990 lb down and 471 lb up at 35-8-4, and 2117 lb down and 1228 lb up at 37-8.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-7=-54, 7-10=-54, 1-10=-20 Concentrated Loads (lb) Vert 14=923(F) 13=-927(F) 11=990(F) 22=163(F) 24=-990(F) 25=-990(F) 26=990(F) 27=990(F) 28=990(F) 29=-990(F) 30=-990(F) 31=-973(F) 32=970(F) 33=-970(F) 34=970(17) 35=970(F) 36=970(F) 37=980(17) 38=990(F) 39=990(F) 40=2117(F) A 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 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 M 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 ANSUTPII 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 Qty Ply 2807 Placid Ave T22863942 510991 C11 MONO TRUSS 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:34 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR_Ezkdt-WcXIgeHMB12cflFwunLUnW bOj?S6W54vQJ61bzkbdJ 5-0-0 Scale = 1:17.0 04 = s 2x4 II 5-M 5-M Plate Offsets (X,Y)— [1:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 3-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.10 3-5 >557 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.08 3-5 >750 240 Weight: 47 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=130(LC 8) Max Uplift 1=-649(LC 8), 3=-521(LC 8) Max Grav 1=1480(LC 2), 3=1070(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 1 Od (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) 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. This item has been 7) Refer to girder(s) for truss to truss connections. electronically signed and 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) sealed b ORe an, Philip, PE Y 9 pr 1=649, 3=521. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1188 lb down and 516 lb up at using a Digital Signature. 1-0-12, and 1100 lb down and 509 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the Printed copies of this responsibility of others. document are not Considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) on any electronic copies. Vert: 1-3=-20, 1-2=54 Philip J. O'Regan PE No.58126 Concentrated Loads (lb) MiTek USA, Inc. FL Cart 6634 Vert 5=-1088(B) 6=-1100(B) 6904 Parke East Blvd. Tampa FL 33610 Data: February 17,2021 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1ri11-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//rP/1 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 Jab Truss ' Truss.Type c Qty Ply 2807 Placid Ave T22863943 510991 CA Comer Jack 18• 1 Job Reference c tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:46 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrlt-AwGgMkRtMjZv6bAEbIZI G2UijZJuwx3rfHDISuzkbd7 -1-4-0 1-M 14-0 1-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 4 file n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Wind(ILL) -0.00 7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=81(LC 12) Max Uplift 3=2(1_C 9), 2=-189(LC 12), 4=12(LC 1) Max Grav 3=17(LC 12), 2=157(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.8 PLATES GRIP MT20 244/190 Weight: 6 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat 11; Exp C; 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) 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=1b) 2=189. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip 4. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 66U 69D4 Parke East Blvd. TampaFL 33610 Date: February 17,2021 ®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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the febrieetion, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety/nrorrnatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Tru3s . Truss Type . r r Qty Ply 2807 Placid Ave , T22863944 510991 CJ3 Comer Jack 18 1 Job P.eference o tional ribbetts Lumber Company, Palm Bay, FL - 32905. 8.430 s Nov 30 2020 MiTek Industries, Inc. T ue Feb 16 U9:bB:41 Zu2i rage i I D:5?SsTgVCOc9ruifyX3gR_Ezkdt-e6pCZ4RW71 hmjIIQ8?4XpFOtTzdyfOJ_uxyl_likbd6 413-0 3-M 1-4 0 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=133(LC 12) Max Uplift 3=-53(LC 12), 2=-154(LC 12) Max Grav 3=70(LC 17), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:12.8 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=lb) 2=154. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.0'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 61104 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ® rNARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ 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 2807 Placid Ave T22863945 510991 CJ5 Comer Jack 7 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 1-4-0 3x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:48 2021 Page 1 I D:5?SsTgVCOc9ruifyX3g R_Ezkdt-6JNbmQS8uKpdLvKdijbmLTZy3NtpOrZ77bifWnzkbd5 5-0-0 Scale=1:17.8 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.07 4-7 >878 240 Weight 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=187(LC 12) Max Uplift 3=108(LC 12), 2=163(LC 12) Max Grav 3=128(LC 17), 2=264(LC 1), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -14-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=108, 2=163. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.56126 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33810 Date: February 17,2021 ® 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 MiTek® connectors. This design is based only upon parameters shown, 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSJ 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 S. Truss Type Qty Ply 2807 Placid Ave T22863946 510991 CJ5A Comer Jack 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 3x4 = 5-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:49 2021 Page 1 I D:5?SsTq V COc9ruifyX3g R_Ezkrlt-aVxz_mTmfexUz2vpGQ6?ug66Lm Cx7lo HLFRP3Dzkbd4 Scale = 1:17.0 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 0.59 Vert(LL) -0.03 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.06 3-6 >969 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.08 3-6 >754 240 Weight 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=132(LC 12) Max Uplift 1=-48(LC 12), 2=-116(LC 12) Max Grav 1=183(LC 17), 2=133(LC 17), 3=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 2=116. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.68126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' 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 iVl 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. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , c Qty Ply 2807 Placid Ave . T22863947 510991 EJ1 Jack -Open 10 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:49 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrit-aVxz_mTmfexUz2vpGQ6?ug65wmCg7loHLFRP3Dzkbd4 -1.4-0 5-5-4 1-4-0 5-5.4 3x4 = 5-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.03 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.08 4-7 >849 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Wind(LL) 0.09 4-7 >704 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=199(LC 12) Max Uplift 3=-120(LC 12), 2=166(LC 12) Max Grav 3=141(LC 17), 2=280(LC 1), 4=96(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:18.8 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-4-8 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 3=120,2=166. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904Parke EasfBlvd. Tampa FL 33610 Date: February 17,2021 ® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt Quality Criteria, DSB-89 and BCS/ 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 2807 Placid Ave T22863948 510991 EJ2 Jack -Open 10 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:50 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkdt-2hVLB6UOQy3LaCU?g8dEQueGOAYssl2QavBybfzkbd3 1 �-0 5-6-0 1-4-0 5-0-0 Scale=1:19.0 3x4 = 5-8-0 5-6-0 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 0.70 Vert(LL) -0.03 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.08 4-7 >819 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.10 4-7 >683 240 Weight: 20 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=200(LC 12) Max Uplift 3=-121(LC 12), 2=-166(LC 12) Max Grav 3=143(LC 17), 2=282(LC 1), 4=98(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-5-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=121. 2=166. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.ORegan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke EestBlvd. Tampa FL 33610 Date: February 17,2021 ®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 A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi 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 BCS/ 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 2807 Placid Ave = T22863949 510991 EJ3 Jack -Open 17 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:50 2021 Page 1 I D:5?SsTgVCOcgruifyX3gR_Ezkrlt-2hVLB6UOQy3LaCU?g8dEQuelZAZGsl2QavBybfzkbd3 -1-4-0 5-0-0 1-4-0 5-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MP Wtnd(LL) 0.07 4-7 >878 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=187(LC 12) Max Uplift 3=108(LC 12), 2=-163(LC 12) Max Grav 3=128(LC 17), 2=264(LC 1), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:17.8 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-0-0 to 4-11-4 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 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 atjoint(s) except at --lb) 3=108,2=163. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.ARegan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa,FL 33610 Date: February 17,2021 ® 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 vedy, the applicability of design parameters and properly incorporate this design into the overall ITS I 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/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnfomradon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss, Truss Type Qty Ply 2807 Placid Ave T22863950 510991 EJ5 Jack -Open 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 1-4-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:51 2021 Page 1 I D:5?SsTq VCOc9ruifyX3g R_Ezkdt-Wu3j PS UOB FBCC M3C N r9Tz5BYTa_YbCI a pZwW 76zkbd2 0-9-4 Scale =1:7.2 gNCHORAGE, DESIGNED BY OTHERS, JGS TO RESIST MAX. UPLIFT HORZ REACTIONS ) BELOW. 0-9_ 0-9-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 7 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 4=Mechanical Max Horz 3=-412(LC 12), 4=487(LC 12) Max Uplift 3=-153(LC 12) Max Grav 3=128(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-760/322 BOT CHORD 2-4=329/862 Structural wood sheathing directly applied or 0-9.4 oc pudins. 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=153. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.56126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; February 17,2021 ®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 1 V I iTeks is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 Qty Ply 2807 Placid Ave T22863951 510991 EJ6 Jack -Open 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:52 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrlt-_4d5coVeyZJ2gWeOxZgiVJkjD_KsKfYj2Dg3fYzkbdl -1-4-0 1-1-0 1-4-0 1-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 7 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical Max Horz 3=-382(LC 12), 4=465(LC 12) Max Uplift 3=-175(LC 12) Max Gram 3=151(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-718/328 BOT CHORD 2-4=-314/817 4 W 0 Scale: 1.5"=1' ANCHORAGE, DESIGNED BY OTHERS, GS TO RESIST MAX. UPLIFT IORZ. REACTIONS BELOW. PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-0 oc pudins. BOT CHORD 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=6.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=175. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.68126 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED fdITEK 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 Not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANS11TP/1 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 Gty Ply 2807 Placid Ave T22863952 510991 HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:53 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrlt-TGBUgBWGjtRvRgCaVGBx2WGnBO Vs354tGtPcC_zkbdO -1-10-10 4-M 7-7-8 r 1-10710 4-0-5 3-7-3 7-7-8 7-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.14 6-9 >672 360 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.25 6-9 >370 240 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.20 6-9 >466 240 Scale=1:19.3 PLATES GRIP MT20 244/190 Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-10 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Herz 2=198(LC 8) Max Uplift 4=-98(LC 24), 2=327(LC 8), 5=335(LC 8) Max Grav 4=74(LC 13), 2=472(LC 28), 5=541(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-425/202 BOT CHORD 2-6=-295/427 WEBS 3-6=-465/322 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=327,5=335. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 16 lb up at 1-4-15, 69 lb down and 16 lb up at 1-4-15, 52 lb down and 65 lb up at 4-2-15, 52 lb down and 65 lb up at 4-2-15, and 136 lb down and 118 lb up at 7-0-14, and 136 lb down and 118 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 6=-270(F=-135, 13=135) 10=3(F=2, B=2) 11=93(F=47, B=-47) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 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 t Qty . Ply 2807 Placid Ave T22863953 510991 HJ2 Diagonal Hip Girder 2 1' Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:53 2D21 Page 1 I D:5?S sTgVCOc9ru ifyX3g R_EzkOt-TG B Uq8 WGjtRvRg CaVG Bx2 WGmAOTw35ytGtPcC_zkbdO -1-10-10 4-0-14 , 7-8-9 1-10-10 4-0-14 3-7-12 7-8-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.26 6-9 >351 240 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.31 6-9 >299 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=200(LC 8) Max Uplift 4=-100(LC 24), 2=-341(LC 8). 5=362(1_C 8) Max Grav 4=77(LC 13), 2=489(LC 28), 5=536(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-445/220 BOT CHORD 2-6=-318/451 WEBS 3-6=-490/346 Scale=1:18.5 PLATES GRIP MT20 244/190 Weight: 32 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 8-11-9 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 4=100, 2=341, 5=362. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 16 lb up at 1-4-15, 69 lb down and 16 lb up at 1-4-15, 52 lb down and 65 lb up at 4-2-15, 52 lb down and 65 lb up at 4-2-15, and 143 lb down and 156 lb up at 7-0-14, and 134 lb down and 120 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 10=3(F=2, B=2) 11=-93(F=-47, 13=47) 12=-276(F=-143, B=-133) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 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 �el a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Sol' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSI/rP/1 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 k oty Ply=-' 2807 Placid Ave T22863954 510991 HJ3 . Diagonal Hip Girder 5 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:54 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR_Ezkrit-xTks1UXvUAZm3gnm3_iAbkp VntOoYmOVX9AkRzkbd? -1-10-10 3-8-10 7-0-2 1 -10-1 ET 3-8-10 3-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.08 6-9 >986 360 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.15 6-9 >541 240 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Wind(LL) 0.12 6-9 >675 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=186(LC 24) Max Uplift 4=-91(LC 24), 2=-308(LC 8), 5=-131(LC 8) Max Grav 4=69(LC 17), 2=437(LC 28), 5=265(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=378/169 BOT CHORD 2-6=-252/380 WEBS 3-6=-415/276 Scale=1:17.3 Iv 0 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. Il; Exp C; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=308, 5=131. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 16 lb up at 1-4-15, 69 lb down and 16 lb up at 1-4-15, and 52 lb down and 65 lb up at 4-2-15, and 52 lb down and 65 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=54, 5-7=-20 Concentrated Loads (lb) Vert: 10=3(F=2, B=2) 11=-93(F=-47, B=-47) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 17,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119f2020 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 oftrusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89.and BCS/ 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 2807 Placid Ave T22863955 510991 V1 Valley 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 6 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 TCDL 7.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress ]nor YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-13(LC 12), 2=-40(LC 12) Max Grav 1=51(LC 17), 2=42(LC 17), 3=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:55 2021 Page 1 ID:5?SsTgVCOc9ruifyX3gR_Ezkdt-Ptl EEpYXFUhdhzMzchDP7xMHDBNMXOH9kBujGtzkbd_ 2-0-0 2-0-0 Scale = 1:7.8 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a - n/a 999 MT20 244/190 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 2 n/a rile Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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 fora 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 ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 A 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 property incorporate this design into the overall MOW et 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 iVliT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 Qty, Ply 2807 Placid Ave T22863956 510991 V2 Valley 2 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:58 2021 Page 1 I D:5?S sTgV COc9ru ifyX3g R_Ezkrlt-p E_MtraPXP3 CYR5YI p n6lZ_n VP PgkN3 cQ97 N sCzkbcx 4-M 4-0-0 Y a 0 2x4 i 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - rile 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. (size) 1=3-11-B, 4=3-11-8, 5=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-2(LC 12), 4=-14(LC 17), 5=113(LC 12) Max Grav 1=72(LC 1), 4=7(LC 12). 5=198(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=185/355 Scale=1:12.8 PLATES GRIP MT20 244/190 Weight 15 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc pudins, 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=6.Opsf; h=15ft; 6=45ft; L=24ft; eave=oft; Cat. 11; Exp C; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 4 except Gt=1b) 5=113. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J, O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 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 Qty Ply 2807 Placid Ave T22863957 510991 V3 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:58 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkrlt-pE_MtraPXP3CYR5YIpn61Z_mWPOGkMncQ97NsCzkbcx 6-M 6-M '4 CT 0 5 4 2x4 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES \ WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. (size) 1=5-11-8, 4=5-11-8, 5=5-11-8 Max Horz 1=140(LC 12) Max Uplift 4=-52(LC 12), 5=153(LC 12) Max Grav 1=61(LC 1), 4=91(LC 17), 5=266(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=295/129 WEBS 2-5=-244/455 Scale=1:17.8 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-104 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) 4 except Gt=lb) 5=153. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke Easti Blvd. Tampa FL 33610 Date: February 17,2021 A WARNING - Verify design parameters and READ N07ES ON THIS AND INCLUDED bRITEK REFERENCE PAGE 1,1II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 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. 2807 Placid Ave T22863958 510991 V4 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. V 0 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:59 2021 Page 1 I D:57SsTgVCOc9ruifyX3gR_Ezkrit-HQY14Bb11jB39bgkrXlLlnWw2okrrpxlfpsxOezkbcw 8-M 2x4 11 2x4 i 2x4 11 4 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 TCDL 7.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2020/TPI2014 Matrix-S DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a - n/a 999 MT20 244/190 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. (size) 1=7-11-8, 4=7-11-8, 5=7-11-8 Max Harz 1=194(LC 12) Max Uplift 4=74(LC 12), 5=203(1_C 12) Max Grav 1=95(LC 1), 4=128(LC 17), 5=354(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=327/144 WEBS 2-5=290/490 Scale = 1:23.5 Weight: 31 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins, 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-10-4 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 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) 4 except (jt=1b) 5=203. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Data: February 17,2021 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 A� iTe k• 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 iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f 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 2807 Placid Ave T22863959 510991 V5 Valley 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, V 0 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:59:00 2021 Page 1 I D:5?SsTgVCOc9ruifyX3g R_Ezkrit-1C671Xbf3OJ WnIFwPEpaq_34JC2QCGKutScUx4zkbcv 0-0-0 G-0-0 2x4 i 7 6 5 2x4 11 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 CSI. DEFL. in (loc) I/defl Ud TC 0.29 Vert(LL) n/a - n/a 999 BC 0.15 Vert(CT) n/a - n/a 999 WB 0.08 Horz(CT) -0.00 5 n/a n/a Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. All bearings 9-11-8. (lb)- Max Horz 1=248(LC12) Max Uplift All uplift 100 lb or less atjoint(s) 5 except 7=-232(LC 12). 6=134(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5, 6 except 7=402(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=374/174 WEBS 2-7=-298/441, 3-6=-189/395 Scale = 1:28.5 PLATES GRIP MT20 244/190 Weight 46 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 9-10.4 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 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) 5 except Qt=lb) 7=232,6=134. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. C'Regan PE No.58126 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 A 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 MiTek* building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing pYliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 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 2807 Placid Ave T22863960 510991 V6 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:59:00 2021 Page 1 I D:5?SsTg V COc9ruifyX3g R_Ezkrit-Ic671Xbf3OJwn I FwPEp aq_366C3nCGlutScUx4zkb cv 5-10-8 5-10-8 Y a 0 5 4 2x4 % 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. (size) 1=5-10-0, 4=5-10-0, 5=5-10-0 Max Horz 1=137(LC 12) Max Uplift 4=51(LC 12), 5=-150(LC 12) Max Grav 1=59(LC 1), 4=89(LC 17), 5=260(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-290/126 WEBS 2-5=-239/448 Scale = 1:17.5 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 5-10-8 oc pudins, 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-8-12 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) 4 except Qt=lb) 5=150. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 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 Nat a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 2D3 Waldorf, MD 20601 Tampa, FL 36610 Job Truss 1. Truss Type ' Qtly • Ply 2807 Placid Ave T22863961 510991 V7 Valley 1 1 • Job Reference (optional; Tibbetts Lumber Company, Palm Bay, FL - 32905, T v 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:59:01 2021 Page 1 ID:57SsTgVCOc9ruifyX3gR Ezkrit-EpgWtclgKSnPug7zyKpNCbGgcPBwjR266L1TXzkbcu 7-10-8 2x4 -:�- 2x4 11 4 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. (size) 1=7-10-0, 4=7-10-0, 5=7-10-0 Max Horz 1=191(LC 12) Max Uplift 4=73(LC 12), 5=200(1_10 12) Max Grav 1=93(LC 1), 4=126(LC 17), 5=348(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=322/143 WEBS 2-5=287/483 Scale = 1:23.1 PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins, 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-8-12 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) 4 except at --lb) 5=200. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED K41TEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB.89 and BCS/ 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 2807 Placid Ave T22863962 510991 V8 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:59:02 2021 Page 1 I D:57SsTgVCOc9ruifyX3gR_Ezkrit-i7D5DdwbeaeO2OJXfr2vP8R401Vf9wBLm5b7zzkbct 9-10-8 -' 9-10-8 V 0 0 i 7 6 5 2X4 2x4 11 2x4 11 2x4 11 Scale = 1:28.5 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 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-S Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. All bearings 9-10-0. (lb) - Max Horz 1=244(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 5 except 7=-199(LC 12), 6=-153(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=344(LC 17), 6=269(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=390/180 WEBS 2-7=259/398, 3-6=206/393 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 9-8-12 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 atjoint(s) 5 except (jt=lb) 7=199, 6=153. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6834 6904 Parke EesfBlvd. Tampa FL 33610 Date: February 17,2021 ® '!'JARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 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 Qty, Ply 2807 Placid Ave T22863963 510991 V9 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, v 4 0 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.26 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:59:03 2021 Page 1 I D:5?SsTgVC Oc9ruifyX3g R_Ezkrit-ABn FwZeYMxiVeCzV4 N MHS dh d M Q52Oc2LZQg8XPzkb cs 11-10-8 CSI. DEFL. in (loc) I/defl L/d TC 0.17 Vert(LL) n/a - n/a 999 BC 0.09 Vert(CT) n/a - n/a 999 WB 0.08 Horz(CT) -0.00 6 n/a n/a Matrix-S Scale=1:29.8 PLATES GRIP MT20 244/190 Weight 56 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 11-10-0. (lb) - Max Horz 1=298(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 6 except 8=174(LC 12), 9=-127(LC 12). 7=160(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 6, 9 except 8=302(LC 17), 7=281(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-447/206, 2-3=354/156 WEBS 3-8=229/311, 2-9=162/266, 4-7=211/370 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 11-8-12 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) All plates are 2x4 MT20 unless otherwise indicated. 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. This item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 6 except Qt=lb) electronically signed and 8=174, 9=127, 7=160. sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ® 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 ANSUTP/1 Quality Criteria, DSB-99 and BCS/ 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 All Truss Type Qty Ply 2807 Placid Ave T22863964 510991 V10 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2O2O MiTek [nclustnes, Inc. I ue t-eD ib uu:5tj:5b -Luzi rage i I D:57SsTgVCOc9ru ifyX3 g R_Ezkdt-trscS9Y97op Ul7x9A0 keg8u Q_bhjGS_Jyre Hn Jzkb cz 12-" 13-10 8 , 12-5-8 1 S-0 Y 0 0 4x4 = 3x4 -�,' 11 10 14 9 8 7 Scale=1:34.9 0 8 0 -8 12-5-8 12-5.0 13-10$ 1-5-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 13-10-0. (lb)- Max Horz 1=318(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 1, 7 except 10=195(LC 12), 11=-165(LC 12), 9=-171(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 7, 8 except 10=418(LC 17), 11=333(LC 17), 9=387(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-2=-450/206, 2-3=-336/147 WEBS 3-10=256/321, 2-11=214/307, 4-9=219/371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Intedor(1) 3-7-9 to 12-5-8, Extedor(2E) 12-5-8 to 13-8-12 zone; cantilever left and right exposed ;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chard bearing. 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. electronically signed and 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by ORegan, Philip, PE will fit between the bottom chord and any other members, with BCDL = 10.0psf. using a Digital Signature. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=1b) 10=195, 11=165, 9=171. Printed copies of this 10) Graphical purin 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. Philip J.0'Regan PE No,58126 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters andproperlyincorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe 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 ANSIITP11 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 Qty Ply 2807 Placid Ave T22863965 510991 V11 ' Valley 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 09:58:57 2021 Page 1 I D:5?SsTgVCOc9ruifyX3gR_Ezkdt-L2Q_fVZnm5xLwH WLk6FtCM RZj?20?wnSBVNgKmzkbcy 3-10-8 3-10-8 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 7.0 Lumber DOL 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20201TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 1=3-10-0, 3=3-10-0 Max Horz 1=83(LC 12) Max Uplift 1=31(LC 12), 3=-72(LC 12) Max Grav 1=115(LC 17), 3=126(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2 DEFL. in (loc) I/defl Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Scale=1:12.5 PLATES GRIP MT20 2441190 Weight: 13 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces 8r 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 ORegan, Philip, 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. Philip J. O'Regan PE No.68126 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 17,2021 ®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 MiTek® connectors. This design is based only upon parameters shown, 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 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 ANS11TP/1 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 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/rPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS ❑ O 2 U a O BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-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 altemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.