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HomeMy WebLinkAboutTruss® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Tai MV a�\Scl k� RE: 77552 - ELIZABETH SPEC 2 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Fat Robasson Project Name: Elizabeth 2 Model: Elizabeth 2 Tampa, FL 33610-4115 Lot/Block: . Subdivision: . Address: Unknown, . City: St Lucie County State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 39 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# . Truss Name Date 1 T24245520 A 6/8/21 15 T24245534 D5 6/8121 2 T24245521 Al 6/8/21 16 T24245535 D6 6/8/21 3 T24245522 A2 6/8/21 17 T24245536 D7 6/8/21 4 T24246523 B 6/8/21 18 T24245537 E 6/8/21 5 T24245524 B1 6/8/21 19 T24245538 GRA 6/8/21 6 T24245525 B2 6/8/21 20 T24245539 GRB 6/8/21 7 T24245526 B3 618/21 21 T24245540 GRD 6/8/21 8 T24245527 B4 6/8/21 22 T24245541 GRE 6/8/21 9 T24245528 B5 6/8/21 23 T24245542 A 6/8/21 10 T24245529 D 6/8/21 24 T24245543 J3 6/8/21 11 T24245530 D1 6/8/21 25 T24245544 J5 6/8/21 12 T24245531 D2 6/8121 26 T24245545 J5P 6/8/21, 13 T24245532 D3 6/8/21 27 T24245546 J7 6/8/21 14 T24245533 D4 6/8/21 28 T24245547 JC3 6/8/21 This item has been electronically signed and sealed by Lee, Julius, 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 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Lee, Julius My license renewal date for the. state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) Identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly Incorporate these designs Into the overall building design per ANSI/TPI 1, Chapter 2. SO% S1 C LENS. o. No 34869 CCX 7:0:� STATE OF O R 1V N . s�°�SS�O N AL E0%e``e "111111 Julius Lee PE No.34869 y MiTek USA, Irc. FL Cert 66 �C 6904 Parke Eas��3 14 ®� Date: Lee, Julius June 8,2021 1 of 2 RE: 77552 - ELIZABETH SPEC 2 Site Information: Customer Info: Fat Robasson Project Name: Elizabeth 2 Model: Elizabeth 2 Lot/Block: . Subdivision: . Address: Unknown, . City: St Lucie County State: FL No. Seal# Truss Name Date 29 T24245548 JC5 6/8/21 30 T24245549 KJ3 6/8/21 31 T24245550 KJ5 6/8/21 32 T24245551 KJ7 6/8/21 33 T24245552 KJC5 6/8/21 34 T24245553 MV2 618/21 35 T24245554 MV4 6/8/21 36 T24245555 MV6 6/8/21 37 T24245556 V4 6/8/21 38 T24245557 V8 6/8/21 39 T24245558 VA 6/8121 2 of 2 M!Tek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245520 77552 A Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 710:17:25 2021 Page 1 I D:M?2yTUpDB? W EbFB3p7JfkzD_bP-grhgDZzegnHHpYN7iGzijOHRgQzggcUwrJAkdZz8i Ru 1 4.0 , 5-8-12 9 0 0 12-11-0 , 16 2-0 21-11-0 23-3-0 1 4-0 5-8-12 3 3 4 3 11-0 3 3 4 5-8-12 1-4-0 Scale=1:40.0 4x4 = 04 = ax6 = 3x5 = 3x4 = 3x4 = 3x5 = 9-0-0 12-11-0 21-11-0 9-0-0 3 11.0 9-0-0 Plate Offsets (X,Y)— [2:0-0-2,Ed9e], [7:0-0-2,Edge] LOADING (psil) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.20 11-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.36 11-14 >734 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -MS Wind(LL) 0.11 11-14 >999 240 Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=135(LC 10) Max Uplift 2=-537(LC 12), 7=537(LC 12) Max Grav 2=989(LC 17),7=989(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1731/1105, 3-4=-1480/916, 4-5=1342/883, 5-6=-1480/916, 6-7=-1731/1105 BOT CHORD 2-11=895/1678, 9-11=-617/1363, 7-9=917/1589 WEBS 3-11=398/367, 4-11=453/435; 5-9=153/435, 6-9=-399/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1)1-8-0 to 9-0-0, Extedor(2E) 9-0-0 to 12-11-0, Exterior(2R) 12-11-0 to 17-1-15, Interior(l) 17-1-15 to 23-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members, with BCDL = IO.Opsf. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) sealed by Lee, Julius, PE 2=537, 7=537. 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. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 [Xh WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MnEK REFERENCE PAGE 10II-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 budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing �� ��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 ANSVTP11 Qual/tyCriterla, DSB-89 and Best Building Component 6904 Parke Fast 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 ELIZABETH SPEC 2 T24245521 77552 Al Common 7 1 4 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 5151 -S*3C 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:26 2021 ID:M72_yTUpDB7W EbFB3p7J0¢D_bP-81 FDQu_GR4P8QhyJF_UXGbpcNgLFP2h34zvl Scale=1:39.4 4x4 = I$ 3x4 = 3x4 = ' 3x6 = 3x4 = 3x4 = 7-6.4 14-4-12 21-11-0 I 7-6-4 6.10-7 7-64 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.06 10-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.15 10-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 6 n/a rile BCDL 10.0 Code FBC2020(rP12014 Matrix -MS Wind(LL) 0.07 10-13 >999 240 Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 20 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-160(LC 10) Max Uplift 2=537(LC 12), 6=537(LC 12) Max Grav 2=883(LC 1), 6=883(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1600/1182, 3-4=-1429/1102, 4-5=1429/1102, 5-6=-1600/1182 BOT CHORD 2-10=953/1449, 8-10=529/963, 6-8=975/1449 WEBS 4-8=350/516, 5-8=-324/392, 4-10=351/516, 3.10=-324/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Ex , 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 10-11-8, Exterior(2R) 10-11-8 to 13-11-8, Interior(1)13-11-8 to 23-3-0 zone;C-C.for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=537, 6=537. electronically Signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 MiTak USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 Al WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek®connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the appllabllity, of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing k4iTev Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PIl 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 1 Truss Truss Type Qry Ply ELIZABETH SPEC 2 T24245522 77552 A2 Common 3 1 4 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:27 2021 Page 1 ID: M?2yTUpD B?W EbFB3p7Jg¢D_bP-cEpb a E?uCOX?2rXvphOmopMn7EhTBVuDJdfdSz8iRs 1 4-0 5-9-10 10.11-8 16-1-6 21-3-0 5-9.10 5.1,14 5-1-14 5-1-10 3x4 = 4x4 = 3x4 = 3x6 = 3x4 = 7-64 10.11-8 14 4 12 21-3.0 7-6.4 3-5-0 314 6-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.06 10-17 >999 360 TCDL 7.0. Lumber DOL 1.25 BC 0.33 Vert(CT) -0.14 10-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020frPI2014 Matrix MS Wind(LL) 0.07 10-17 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 2-6-0 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=156(LC 11) Max Uplift 7=-421(LC 12), 2=-528(LC 12) Max Grav 7=784(LC 1), 2=861(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1545/1168, 3-4=-1374/1088, 4-5=1287/1036, 5-7=1405/1099 BOT CHORD 2-10=1018/1398, 8-10=-567/909, 7-8=918/1276 WEBS 3-10=321/395,'4-10=-357/523, 4-8=-274/410, 5-8=-254/332 Scale=1:36.6 3x4 11 PLATES GRIP MT20 244/190 Weight: 97 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc pudins. BOT CHORD, Rigid ceiling directly applied or 7-2-13 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=3.Opsf; h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-0 to 1-8-0, Interior(l) 143-0 to 10-11-8, Extedor(2R) 10-11-8 to 13-11-8, Interior(l) 13-11-8 to 21-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except et --lb) 7=421, 2=528. Al 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 andfor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 I� d This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 r,0ek,USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 8,2021 ifi�R' f Mffek' 69D4 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245523 77552 B Roof Special 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:28 2021 Page 1 I D:M?2yTUpDB?W EbFB3p7Jf kzD_bP-5QNzra? Wyifsg76iNPX?LOuv?dzNtokMXHOOEuz8iRr r1 4 Q 49 14 9.OA 15-0.9 21-7-7 28 0-0 29 11-B_, 35 1 6 40-11-0h2 3 q 1 4-0 4 9 14 4-2-2 6.4-9 6 2-13 6-0 9 1-11-B 5-1-14 5-9 to 5x8 = snn174-6- 06 = 5x8 11 5x6 = 9 Scale=1:73.6 19 18 17 16 15 14 13 05 = 4x6 = 7x6 = 3x5 = 5x8 MT18HS = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/rP12014 CSI. TC 0.46 BC 0.61 WB 0.90 Matrix -MS DEFL. In (loc) I/defl Lid Vert(LL) -0.38 16 >999 360 Vert(CT) -0.71 16-17 >690 240 Horz(CT) 0.17 11 n/a n/a Wind(ILL) 0.51 16 >962 240 PLATES MT20 MT18HS Weight: 207 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=193(LC 10) Max Uplift 2=-917(LC 12), 11=-917(LC 12) Max Grav 2=1586(LC 1), 11=1586(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3404/2224, 3-4=3110/2022, 4-5=3871/2578, 5-7=-4118/2702, 7-8=3552/2370, 8-9=3923/2627, 9-10=3300/2207, 10-11=-3409/2193 BOT CHORD 2-19=1968/3118,17-19=-1641/2840,16-17=-2301/3871, 14-16=2425/4118, 13-14=-1534/2639, 11-13=-1923/3103 WEBS 3-19=368/386, 4-19=-109/384, 4-17=768/1200, 5-17=-502/427, 5.16=153/315, 7-14=770/407, 8-14=-1670/1154, 9-14=-1453/2350, 9-13=378/584, 10-13=-318/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4.0 to 2-9-2, Interior(1) 2-9-2 to 9-0-0, Exterior(2R) 9-0-0 to 13-1-2, Interior(1) 13-1-2 to 29-11-8, Extedor(2R) 29-11-8 to 34-0-10, Interior(1) 34-0-10 to 42-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer I Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically signed and 5) All plates are MT20 plates unless otherwise indicated. Sealed by Lee, Julius, PE 6) All plates are 3x4 MT20 unless otherwise indicated. using a Digital Signature. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • Printed COPIeS Of this 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-M wide document are not Considered will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except at --lb) signed and sealed and the 2=917, 11=917. signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTok USA, Inc. FL Cerf 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 8,2021 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 n: ?1JI I �lee_ 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 ANSUTP/f Qualify Cdterla, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safetylnfermadon available from Truss Plate Institute, 2670 Crain Highway Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ' Job Truss Truss Type city Ply ELIZABETH SPEC 2 T24245524 7Z 552 81 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8A30 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:30 2021 Page 1 ID:M?2_yTUpDB?WEbFB3p7Jfi¢D bP-loVjGGImUJvavJF4UgZTQR_A8Re?Lj3f?btVJmz8iRp r1 4-0 5 9 14 11-0 0 1110 , 18-4-0 211.8 29-11.0 , 311-2 4111-0 112-3-q 5 9 14 'r2-2 2-0-0 5-2-2 + 5-9-14 1 4-0 5.00 12 5x8 = 4x6 = 30 31 5 6 5x8 = 32 8 21 20 19 16 15 14 13 12 3x5 = 5x8 = 7x8 = 4x6 = Scale=1:72.3 3x5 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC . 0.80 BC 0.66 WB 0.78 Matrix -MS DEFL. in (loc) Vert(LL) -0.36 5 Vert(CT) -0.75 17-18 Horz(CT) 0.21 10 Wind(LL) 0.49 5 I/deft L/d >999 360 >656 240 n/a n/a >999 240 PLATES GRIP MT20 244/190 Weight: 227 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP M 30 "Except" BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. 5-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 18-21,15-17: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=194(LC 10) Max Uplift 2=-909(LC 12),10=914(1_C 12) Max Grav 2=1612(LC 1), 10=1597(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3484/2104, 3.4=-3777/2263, 4-5=4355/2721, 5-7=-4293/2679, 7-8=-3296/2136, 8-9=2946/1853, 9-1 0=-3442/21 15 BOT CHORD 2-21=1814/3170, 17-18=1852/3485, 5-17=-381/372, 14-15=1462/2676, 12-14=1848/3132, 10-12=1848/3132 WEBS 3-21 =478/369, 3-18=-99/462, 4-18=306/713, 18-21 =1 799/3144, 4-17=-619/1112, 15-17=170113174, 7-17=-648/1169, 7-15=-955/644, 8-15=484/900, 8-14=157/377, 9-14=-577/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=41ft; save=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional), and C-C Exterior(2E) -1-4-0 to 2-9-2, Interior(1) 2-9-2 to 11-0-0, Extedor(2R) This item has been 11-0-0 to 16-9-7, Interior(l) 16-9-7 to 29-11-0, Exterior(2R) 29-11-0 to 35-8-7, Interior(1) 35-8-7 to 42-3-0 zone;C-C for members and electronically signed and forces & MWFRS for reactions shown; Lumber D0L=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 sealed by Lee, Julius, PE to the use of this truss component. using a Digital Signature. 4) Provide adequate drainage to prevent water ponding. Printed copies Of this 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members. Signature must be verified 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) on any electronic copies. 2=909,10=914. Julius Lee PE No. 34869 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MFTEK 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 r=vl I 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing ■ ?,A9Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMP11 Qua/W Criteria, DS8-89 and SCSI Building Componont 6904 Parke East Blvd. Satafyintormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245525 7,7552 B2 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:312021 Page 1 ID:M?2yTUpDB?WEbFB3p7Jfl¢D_bP-V?36Tc2PFd1 RXTgH2X4iyfWRvrz64B6oDFd2rDz81Ro 6 9 14 13 0 0 181 0 23-1.8 27-11.0 34 1-2 40-11-0 t12-3 Q 1 4-0 69 14 6-2-2 5 4-0 4 9-8 4-9 8 .2 6 9 14 10 3x5 = 5x6 = 4x5 = 3x4 = r 4 28 529 30 6 31 Sx8 = 19 18 15 14 13 r` 11 5x6 = 3x4 II 3x4 11 6x8 = 32 3x4 = 4x6 = 3x4 11 Scale=1:72.3 3x5 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.42 BC 0.74 WB 0.73 Matrix -MS DEFL. Vert(LL) Vert(CT) Harz(CT) Wind(LL) in (loc) -0.29 16-17 -0.55 16.17 0.19 9 ' 0.38 16-17 I/defl Ud >999 360 >891 240 n/a n/a >999 240 PLATES GRIP MT20 2441190 Weight: 231 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc pudins. BOT CHORD 2x4 SP M 30 'Except' BOT CHORD Rigid ceiling directly applied or 6-3-13 oc bracing. 4-18,5-15: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* 17-19,14-16:2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-225(LC 10) Max Uplift 2=917(LC 12), 9=-917(LC 12) Max Grav 2=1586(LC 1), 9=1586(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3374/2099, 3-4=-3344/2110, 4-5=3010/2006, 5-6=-3448/2275, 6-7=2794/1907, 7-8=2743/1778, 8-9=-337412100 BOT CHORD 2-19=1800/3063, 4-17=-516/967, 16-17=1931/3472, 13-14=1355/2475, 11-13=1825/3063, 9-11=-1825/3063 WEBS 3-19=346/322, 17-19=-1745/2958, 5-17=726/386, 14-16=1500/2745, 6-16=508/893, 6-14=889/599, 7-13=-186/419, 8-13=728/521, 8-11=0/273, 7-14=327/610 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=3.Opsf,, h=16ft; B=45ft; L=41ft; eave=511t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-0 to 2-9-2, Interior(1) 2-9-2 to 13-0-0, Exterior(2R) 13.0-0 to 18-9-7, Interior(l) 18-9-7 to 27-11-0, Exterior(2R) 27-11-0 to 33-8-7, InteNor(1) 33-8-7 to 42-3-0 zone;C-C for members and This item has been 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 electronically signed and to the use of this truss component. sealed by Lee, Julius, 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. ' Printed Copies Of this 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 document will fit between the bottom chord and any other members. are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) signed and sealed and the 2=917, 9=917. signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, -Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 [� WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511W020 BEFORE USE. ' Design valid for use ody with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, 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 buckling individual truss Additional temporary and bracing prevent of web and/or chord members only. permanent IVI i B is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2070 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36610 Job Truss Truss Type City Ply ELIZABETH SPEC 2 T24245526 77.652 B3 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982. 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 710:17:33 2021 Page 1 ID:M?2-yTUpDB?WEbFB3p7Jf1¢D_bP-RNAsul3fnEH9mrrfAy6A24cmMehGYCB5hZ69v5zBiRm r1 4 0 7-7 0 15-0-0 20-5.8 254111 -0 33-4-0 40-A2-3 Q 1r 4-0I 7-7-0 7-5 0 5-5 8 rr5 8 7-5-0 7-7-0-0 1 4 0 0 5.00 12 5x8 = 3x4 11 5x8 = 4 5 2526 6 Scale =1:72.3 16 "' 14 13 12 10 3x5 = 3x4 II 46 = 3x8 = 3x4 = 3x4 11 3x5 = 3x4 = 4x6 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 cSi. TC 0.48 BC 0.56 WB 0.31 Matrix -MS DEFL. in (for) i/defl LJd Vert(LL) -0.22 13 >999 360 Vert(CT) -0.40 10-12 >999 240 Horz(CT) 0.15 8 n/a n/a Wind(LL) 0.29 13 >999 240 PLATES GRIP MT20 244/190 Weight: 212lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 7-12 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-256(LC 10) Max Uplift 2=-917(LC 12), 8=917(LC 12) Max Grav 2=1586(LC 1), 8=1586(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=333912079, 3-4=2575/1690, 4-5=2478/1753, 5-6=-2478/1753, 6-7=-2575/1690, 7-8=3339/2079 BOT CHORD 2-16=1773/3026, 14-16=-1774/3021, 13-14=1217/2307, 12-13=-1240/2307, 10-12=1798/3021, 8-10=-1797/3026 WEBS 3-16=0/319, 3.14=-869/613, 4-14=-202/495, 4-13=198/421, 5-13=-322/299, 6-13=198/421, 6-12=-202/495, 7-12=-869/613, 7-10=0/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat . 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-9-2, Interior(1) 2-9-2 to 15-0-0, Exterior(2R) 15.0-0 to 20-9-7, Interior(1) 20-9-7 to 25-11-0, Exterjor(2R) 25-11-0 to 31-8-7, Interior(1) 31-8-7 to 42-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee, Julius, PE 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. Will fit between the bottom chord and any other members. Printed Copies Of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (j11=1b) document are not considered 2=917, 8=917. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 L9iTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 A, WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473 rev. 5119/2020 BEFORE USE. l� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, 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 f building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A n i r a is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Crtterta, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformntion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245527 7U52 B4 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 710:17:34 2021 Page 1 ID:M?2,yTUpDB?WEbFB3p7J8¢D_bP-vakE6d4HYYPOOwZsjfePaH8ys2?ZHW4FwDdSYz8iPJ rt-4 0 6-1-3 11-6-10 1111 2111.0 29 4.6 34.9-13 40-11.0 112-3.0 1 4 0 6 1-3 5 5 6 5 5 6 6-11-0 5 5-0 5 5 6 6-1-3 1-4-0� �t 0 5.00 12 5x6 = 6 27 5x8 = 28 7 Scale=1:72.2 10 rr 16 Jr 75 14 to 3x4 = 4x6 = 3x8 = 3x4 = 4x6 = 3x4 = 3x6 = 3x6 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.43 BC 0.69 WB 0.84 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.27 13-15 >999 360 -0.49 13-15 >994 240 0.16 - 11 . n/a n/a 0.28 15-16 >999 240 PLATES GRIP MT20 244/190 Weight: 212lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 64-10 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=288(LC 10) Max Uplift 2=-917(LC 12), 11 =-917(LC 12) Max Grav 2=1829(LC 17), 11=1833(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3835/2115, 3-5=-3586/1992, 5-6=2618/1626, 6-7=2399/1573, 7-8=262811626, 8-10=3597/1992,10-11�3845/2115 BOT CHORD 2-1 8=1 820/3714, 16-18=-1484/3105, 15-16=112012409, 13-1 5=1 507/2899, 11-13=-1844/3508 WEBS 3-18=384/329, 5-18=-192/656, 5-16=802/520, 6-16=290/718, 7-15=-297/815, 8-15=803/521, 8-13=-193/656, 10-13=384/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-9-2, Interior(1) 2-9-2 to 17-0.0, Exterior(2R) 17-0-0 to 22-9-7, Interior(1) 22-9-7 to 23-11-0, Exterior(2R) 23-11-0 to 29-8-7, Interior(1) 29-8-7 to 42-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee, Julius, 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 tail by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members, with BCDL=10.Opsf. Printed COpI@S Of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at -lb) document are not considered 2=917, 11=917. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Data: June 8,2021 ,Jj WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. . 10' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, 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�� T ■ I r� �' Is always required for stability and to prevent collapse 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 Qty Ply ELIZABETH SPEC 2 T24245528 77,552 B5 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:36 2021 Page 1 I D:M?2yTUpDB? W Eb FB3p7JfkzD_bP-sys_XJ6X49ridEjEr4gtfiEHwsfJIX2XNXKp WQz8iRj rt 4 0 6 9 3 12-10-10 19 0 0 21-11 0, 28 0 6 34 1-13 40 11-0 A2-3 q 1-4 0 6-9-3 6-1-6 6 1-8 2-11-0 6 1-0 6-1-6 6-9-3 1 4 0 5.00 12 5x6 = 5x6 = 27 ,V cV rraV 16 15 u, w . oa w 5x6 WB = 5x6 WB = 3x6 = Scale=1:72.2 3x6 = 919.14 19.0.0 21-11-0 31-1-2 40-11-0 9-9.14 9-2-2 2-11-0 9-2-2 9-9-14 Plate Offsets (X Y)— 16:0-3-0 0-2-4] [7:0-3-0 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.47 13-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.74 13-15 >665 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(ILL) 0.28 16 >999 240 Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-6-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-15 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,11=0.8-0 Max Horz 2=319(LC 10) Max Uplift 2=-917(1-C 12), 11 =-917(LC 12) Max Grav 2=1861(LC 17), 11=1861(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3871/2045, 3-5=-3595/1907, 5-6=2469/1494, 6-7=-2240/1441, 7-8=2469/1494, B-1 0=-3595/1907, 10-11 =-3872/2045 BOT CHORD 2-1 8=1 748/3766, 16-18=4367/3056, 15-16=940/2330, 13-1 5=1 390/2817, 11-13=-1772/3527 WEBS 3-18=421/372, 5-18=-222/798, 5-16=977/602, 6-16=349/743, 7-15=-349/743, 8-15=977/602, 8-13=222/798, 10-13=422/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-9-2, Interior(1) 2-9-2 to 19-0-0, Exterior(2E) 19-0-0 to 21-11-0, Exterior(2R) 21-11-0 to 27-8-7, Interior(1) 27-8-7 to 42-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live'load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=917, 11=917. [& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 5119/202D BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSd7Plf Quality Criteria, OSS-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 2I9 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No, 34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 T NE. i ovii ate' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type city i Ply ELIZABETH SPEC 2 T24245529 7;552 D HIP 1 2 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 25.7-0 8.430 s May 12 2021 MITek Industries, Inc. Mon Jun 710:17:38 2021 5.00 12 5x8 = 3x8 = 4x6 = 4x5 = 4 35 5 36 37 6 7 8 38 39 9 40 i 3x5 = 5x8 = M-0 7-0-0 12-2-0 18-10.8 25-7-0 29-3-0 3: 25 24 23 19 18 5x8 = 4x5 10 11 4.00112 3x6 Scale=1:72.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.59 20-21 >836 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -1.10 20-21 >446 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.32 13 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MS Wind(LL) 0.78 20-21 >629 240 Weight: 43B lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 54-10 oc pudins. BOT CHORD 2x4 SP M 30 'Except' BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing, Except: 5-23,8-19,9-18: 2x4 SP No.3 7-6-1 oc bracing: 21-22,20-21 WEBS 2x4 SP No.3 *Except* 9-7-6 oc bracing: 1516. 17-20: 2x4 SP M 30, 12-15: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Harz 2=131(LC 11). Max Uplift 2=-917(LC 12),13=-917(LC 12) Max Grav 2=1586(LC 1), 13=1586(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3457/2133, 3-4=3261/2019, 4-5=6377/3925, 5-6=-6596/4042, 6-8=-7400/4469, 8-9=5472/3378, 9-10=5514/3411, 10-11= 4199/2561, 11-12=5987/3718, 12-13=6737/4058 BOT CHORD 2-25=1862/3158, 24-25=-1862/3158, 23-24=232/395, 5-22=-324/329, 21-22=-4516/7900, 20-21=4516/7900, 8-20=447/925, 18-19=-189/301, 16-17=2170/3874, 15-16=-2676/4569, 13-15=3690/6233 WEBS 4-24=-353/250, 22-24=-1486/2651, 4-22=-2165/3630, 6-22=14361781, 6-21=0/307, 6-20=602/307, 17-20=3951/6954,10-17=-1127/1877,10-16=-390/711, 12-15=497/1009, 8-17=2115/1225, 11-16--888/637, 11-15=-832/1268 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 Do, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -14-0 to 2-9-2, Interior(1) 2-9-2 to 7-0.0, Extedor(2R) 7-0-0 to 12-9-7, Interior(1) 12-9-7 to 33-11-0, Exterior(2R) 33-11-0 to 39.8-7, Interior(1) 39.8-7 to 42-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 3x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.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. Continued on pope 2 LYE WARNIfdG 1/edfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse 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 Critwite, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MiTak.USA, Inc. FL Cen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 ME M*0TeV 69D4 Parke East Blvd, Tampa, FL 36610 Job Truss Truss Type City Ply ELIZABETH SPEC 2 T24245529 77552 D HIP 1 2 Job Reference o Honal Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:38 2021 Page 2 ID:M?2yTUpDB?WEbFB3p7J8¢D_bP-oL Ix?7ocmvRsXsdyViLl7JdpfMPDMDggrpwbJzSiRh NOTES- 10) Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=917, 13=917. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality. Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safaty Information available from Truss Plato Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245530 77552 D1 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 710:17:40 2021 Page 1 ID:M?2yTUpDB?WEbFB3p7JflaD_bP-kk5VMh9280996rO?4wkpgYOu7T?EhCK71911 fBz8iRf r1 4-0, 4-9 14 9 0-0 12-2-0 18-10 8 25.7-0 29-3-0 31-11-0 , 34-10.4 , 38-3-0 , 40-11-0 A2-V 1-0-0 4-914 4-2-2 3 2-0 6 8 8 6-8-8 3.8-0 2-B 0 2-11 4 3-0-12 �8-0 1 4-0 Scale=1:72.2 5.00 12 4x5 = 5x8 = 4 34 5 35 5x10 = 23 3x8 = 4x6 = 4x5 = 5x8 = 836 9 37 10 7x14 MT18HS = 4.00112 3xl2 9-0 0 12-2-0 18-10-8 25.7-0 29-3-0 31-11-0 38-3.0 40.11_0 9-0-0 3-2-0 E.. 6-6-8 3 &0 2-&0 Plate Offsets (X,Y) - [4:0-6-4,0-2-8), [7:0-3-0,Edge), [10:0-5-12,0-2-8), [13:0-3-0,0-1-8), [15:0-8-8,Edgei LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATE$ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.68 20-21 >725 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -1.29 20-21 >381 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.47 13 nla n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Wind(LL) 0.90 20-21 >547 240 Weight: 225 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 31 •Except• 4-7,7-10:2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except` 5-23,8-19,9-18: 2x4 SP No.3, 13-25,13-15: 2x4 SP M 31 WEBS 2x4 SP No.3 `Except' 22-24,17-20: 2x4 SP M 30, 12-15: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=917(LC 12),13=917(LC 12) Max Grav 2=1586(LC 1), 13=1586(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-5 oc bracing. WEBS 1 Row at midpt 6-22 FORCES. (lb) -Max. Comp./Max. Ten. - Al forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3410/2172, 3-4=3101/1923, 4-5=4562/2870, 5-6=4638/2920, 6-8=-5210/3238, 8-9=5141/3201,9-10=4034/2563,10-11=-3749/2317, 11-12=-6252/3881, 12-13=6902/4154 BOT CHORD 2-24=1886/3125, 5-22=281/290, 21-22=3172/5581, 20-21=-3172/5581, 8-20=-288/271, 9-17=1079/703, 16-17=-1909/3434, 15-16=-2488/4173, 13-15=3787/6397 WEBS 3-24=385/381, 4-24=642/425, 22-24=1490/2804, 4-22=-1457/2413, 6-22=-1118/588, 6-21=0/310,6-20=-502/238, 17-20=2184/3896, 9-20=-836/1447, 10-17=-601/962, 10-16=376/679, 12-15=404/866, 11-16=893/691, 11-15=-116611915 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult--160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -14-0 to 2-9-2, Interior(1) 2-9-2 to 9-0-0, Exterior(2R) 9-0-0 to 14-9-7, Interior(1) 14-9-7 to 31-11-0, Exterior(2R) 31-11-0 to 37-8.7, Interior(1) 37-8-7 to 42-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise Indicated. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s)13 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except Qt=lb) 2=917, 13=917. A\ WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Les PE No. 34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 pi• g� 3�� t111 te5i 6904 Parke East Blvd. Tampa, FL 36610 r ' c Job Truss Truss Type city Ply ELIZABETH SPEC 2 T24245531 77552 D2 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:41 2021 Page 1 ID:M?2yTUpDB? WEbFB3p7J8¢D_bP-Cwftal9gvhl0j?bCedG2Mmx2wtLLcih1 HXp2aCez8iRe r1 4 O 5-9-14 11-0.0 12-2•Q 18 5 4 26-7-0 29 3 0 29r11-0 34-11 , 38.3-0_ _ , 40-11-0 ¢2-.V 1 4 0 5-9.14 5-2-2 22-p 6 3 4 7-1-12 3 8 0 6 4-2-0 4-2-0 2-8-0 14-0 5.00 12 36 = Sx8 = 5x8 = 4x5 = 4x8 = 5x8 = 4 34 35 5 6 36 7 37 8 9 5K 7x14 MT18H8 = 3.77 1,2 3x12 40-1 Scale-1:72.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.83 BC 0.87 WB 0.83 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) -0.50 19-20 -0.98 19-20 0.38 12 0.67 19-20 I/deft >978 >503 n/a >736 Ud 360 240 n/a 240 PLATES MT20 MT18HS Weight: 234 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins. BOT CHORD 2x4 SP M 30'Except• BOT CHORD Rigid ceiling directly applied or 4-7-6 oc bracing. 7-18,8-17: 2x4 SP No.3, 12-25,12-14: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 21-24,16-19; 2x4 SP M 30, 11-14: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0,12=0-8-0 Max Horz 2=194(LC 10) Max Uplift 2=913(LC 12),12=915(LC 12) Max Grav 2=1601(LC 1), 12=1592(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3458/2112, 3-4=3731/2276, 4-5=4349/2733, 5-7=-4048/2573, 7-8=-4015/2554, 8-9=3196/2070, 9-10=-3296/2071, 10-11=-6363/3920, 11-12=6511/3946 BOT CHORD 2-24=1822/3146, 20-21 =1 864/3441, 19-20=-2421/4349, 7-19=326/325, 8-16=-847/511, 15-16=2337/3990, 14-15=2338/3993, 12-14=3599/6048 WEBS 3-24=466/373, 3-21=103/443, 4-21=314/668, 21-24=-1807/3120, 4-20=-619/1155, 5-20=344/332,5-19=-466/196,16-19=1706/3134,8-19=-721/1221,10-15=-27/273, 11-14=99/306, 9-16=-609/1028, 10-16=-1103/764, 10-14=1339/2170 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-9-2, Interior(1) 2-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 16-9-7, Intenor(1)16-9-7 to 29-11-0, Exterior(2R) 29-11-0 to 35-8-7, Interior(1) 35-8-7 to 42-3-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding, 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing atjoint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=913, 12=915. Al WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSV P/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Cram Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34369 MiTek USA, Inc. FL Car, 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 is MiTek 6904 Parke East Blvd. Tampa, FL 36610 i ',+? . (".j ,r>c. I i •a ,' ,: f � a d ..V., ,t, , t.. t .. ,i, 7 � .,j _ a, , h. � , ' 'Sf •,J' b'. ., •i.. r. .. �I'C a .- i „ ,t •t, ;I,. .. .. ,•. .� , i.. • i, 'fi i'. .. , ... ..'V' ,I.a ... t]i' , .. .�'�, !1 1. t. .. . � i � �^ ... it •r� ]t. .'t s ... „ ... .. r Is Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245532 77552 D3 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982. 8.430 a May 12 2021 MiTek Industries, Inc. Mon Jun 710:17:43 2021 Page 1 ID:M72,yTUpDB7WEbFB3p7JfkzD_bP-8Jne7iBwQJYkzJlal21WSBONegleuZoZ 7XhGWz8iRc r1-0-0, 6-0-14 12-2-0 1 19-3.8 2�r7-0 27-11-0 214 33-9-0 38-3-0 40.17-0 A2-3 q '1 4 0' 6-0-14 ' 5-9-2 �0-10=0 6-3-8 6 3 8 2�1-0-0 4.. 4 6 0 2-B-0 1 5x6 = -- 4 5 34 = 54 = 5x6 = 633 34 7 35 8 16— 8x14 MT18HS ZZ 3x12 4.00112 Scale=1:72.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.88 BC 0.88 WB 0.94 Matrix-M$ DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defi L/d -0.49 14-15 >999 360 -1.10 14-15 >445 240 0.39 12 n/a n/a 0.65 14-15 >756 240 PLATES MT20 MT18HS Weight: 242lb GRIP 244/190 2441190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except• TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purlins. 5-8: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. BOT CHORD 2x4 SP M 30'Except' 4-21,7-17,9-16: 2x4 SP No.3, 12-23,12-14: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 20-22,16-18: 2x4 SP M 30,11-14: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0,12=0-8-0 Max Horz 2=225(LC 11). Max Uplift 2=917(LC 12), 12=917(LC 12) Max Grav 2=1586(LC 1), 12=1586(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3391/2104, 3-4=-3497/2209, 4-5=3460/2316, 5-6=-3514/2308, 6-7=-326212156, 7-8=3248/2145, 8-9=-3207/2176, 9-10=-3305/2106, 10-11=6466/3958, 11-12=7060/4182. BOT CHORD 2-22=1808/3082, 4-20=212/271, 19-20= 1637/3009, 18-19=-1948/3514, 7-18=-260/288, 14-15=-2330/3833,12-14=3814/6553 WEBS 3-22=404/344, 20-22=1756/3001, 3-20=60/276, 5-20=580/865, 5-19=-381/760, 6-19=281/264, 6-18=-449/185, 8-18=559/916, 15-18=-1526/2866, 11-14=-339/787, 10-15=-959/740, 10-14=-1384/2459, 8-15= 366/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pSt BCDL=3.Opsf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 24-2, Interior(1) 2-9-2 to 13-0-0, Exterior(2R) 13-0-0 to 18-9-7, Interior(1) 18-9-7 to 27-11-0, Exterior(2R) 27-11-0 to 33-10-0, Interior(1) 33-10-0 to 42-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x4 MT20 unless otherwise Indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s)12 considers parallel to grain value using ANSIffPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=917. 12=917. Al WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTeW connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse 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?PIf Quality criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 AiTek USA, Inc. FL Cott a34 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 M ETeIi 6904 Parke East Blvd. Tampa, FL 36610 .. •s:• u • r ' ' � ,mot , -;•�, }- ..�: ,j�•_.3r a r, f � , r �, 1'.I , I'i ;i.ti . U Ct, , a r f .sl;;? . 1',r -. !! . 'r!�,. ., ,•a ! rr' ., • '1 '!. ., ? }I f ' tV .. t: , +: , ' .f t . r y `1 i r. 1: I ,fir .. ,!'. i c. ' ..1 .... ... r , Job Truss Truss Type City Ply ELIZABETH SPEC 2 T24245533 77552 D4 Hip 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982. 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:44 2021 Page 1 El Scale=1:73.6 500 12 5x8 = 3x4 II 5x10 6 7 3031 - 89 21 20 3x4 = 3x8 = 15 14 13 3x5 = 5x8 = 3x4 11 4x4 11 5x6 = 3z5 = N3iC:1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.48 BC 0.66 WB 0.63 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) 1/dell Ud -0.27 16-17 >999 360 -0.50 16-17 >976 240 0.19 11 n/a n/a 0.35 16-17 >999 240 PLATES GRIP MT20 244/190 Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-6 Do pudlns: BOT CHORD 2x4 SP M 30 *Except' BOT CHORD Rigid ceiling directly applied or 5-4-14 oc bracing. Except: 5-20,9-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 13-16 19-21,13-16:2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 11 =0-8-0 Max Horz 2=256(LC 11) Max Uplift 2=-917(LC 12),11=916(LC 12) Max Grav 2=1587(LC 1), 11=1588(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3395/2099, 3-5=-3501/2229, 5-6=2975/1975, 6-7=2959/2007, 7-8=2959/2007, 8-9=2756/1892, 9-10=-3024/1940,10-11=3341/2073 BOT CHORD 2-21=1802/3085, 5-19=-296/584,18-19=-1778/3184,17-18=1439/2731, 16-17=-1482/2750, 11-13=1791/3027, 9-16=-295/607 WEBS 3-21=402/344, 19-21=1737/2938, 5-18=817/583, 6-18=-444/750, 6-17=225/475, 7-17=341/319, 8-17=-205/471,10-13=214/270, 13-16=-1733/2827, 1D-16=-468/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-9-2, Interior(1) 2-9-2 to 15-0-0, Exterior(2R) 15-0-0 to 20-9-7, Interior(1) 20-9-7 to 25-11-0, Extedor(2R) 25-11-0 to 31-8-7, Intedor(1) 31-8-7 to 42-3-0 zone;C-C for members and This item has been forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 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. sealed by Lee, Julius, 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 nonconcutrent with any other live loads. Printed Copies Of this 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 document are not Considered 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 lit=lb) signed and sealed and the 2=917, 11=916. signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cort 6834 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 [J, WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. *! Design valid for use only with MiTek® oonnectars. This design is based only upon parameters shown, 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 ' IM!Tek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and miss systems, see ANS117P11 Quato Crtteda, DSB-89 and BCSI Building Componanf 6904 Parke East Blvd. Safety Informaf/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorr, MD 20601 Tampa, FL 36610 i i f . i' r, , f d11'f'r•nr., 1.'i ..t rt r... f.1<.. {i'� ,�: r.��. ,. .� .I }-; r-.1, .r1 .. �.. ,. ,t'•t,J:� it'1 .I ,.fly I.. .i l� •it 'r', i ,-if f. (1 , , � r.' r .t ,. \ l: i ,. . • ,�1•: r � i )i:: <:� n�r:l .. 'I i :!I .. III :, i .. � :I '. / .f.'I I, , .. r. ' '1) .'.Sly'.`. 1: ' � �d t , Y;• .�, , F. ,, 3,` ,,rye, a, , rt � "I �, ` I :, ., I' iil k ' ..1 ', .,, :( '1 t7' 1= �f� t •. .. .. � I, 'i r. ' lk. .i II : , ,r I rfy, 'i1 ,, a. .I , 'I, .f: , � � :. , "l'' ,. ),: � I Job Truss Truss Type oty Ply ELIZABETH SPEC 2 T24246534 77552 D5 Hip 1 1 Job Reference (optional) GnamDers I cuss, tort merce, rL - MU8Z, 0.4sU a May I ZUZI MI I eK InOUSuIBS, Inc. Mon dun r lu:l t:46 zvzl Scale=1:73.6 5.00 12 5x8 = 5x8 = . 4x5 6 29 30 7 8 20 19 3x4 = 3x8 = 14 13 3x6 = 6x8 = 3x4 II 3x4 II 5x6 = 3x5 = 6x8 = 17-M LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.46 BC 0.69 WB 1.00 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.31 16-17 >999 360 -0.54 16-17 >906 240 0.21 11 n/a n/a 0.34 17-18 >999 240 PLATES GRIP MT20 244/190 Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 34-13 oc purlins. BOT CHORD 2x4 SP M 30 *Except' BOT CHORD Rigid ceiling directly applied or 54-13 oc bracing. 5-19,8-14: 2x4 SP No.3 WEBS 1 Row at midpt 6-16 WEBS 2x4 SP No.3'Except' 18-20,13-15: 2x4 SP M 30 REACTIONS. (size) 2=048-0,11=0-8-0 Max Horz 2=-288(LC 10) Max Uplift 2=917(1_C 12). 11=917(1_10 12) Max Grav 2=1828(LC 17),11=1825(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3878/2094, 3-5=-3997/2240, 5-6=3045/1823, 6-7=-2758/1757, 7-8=2984/1879, 8-10=3305/1960, 10-11=-3760/2054 BOT CHORD 2-20=1797/3744, 5-18=-29Of7gO, 17-18=1804/3825,16-17=-1276/2919, 15-16=1484/2955, 8-15=277/613, 13-14=93/296, 11-13=1766/3410 WEBS 3-20=418/342, 18-20=-1733/3590, 5-17=1185/685, 6-17=-383/991, 7-16=502/956, 8-16=824/560,13-15=1690/3145, 10.15=521/291,10-13=213/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=161ft; B=45ft; L=41ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2E) -14-0 to 2-9-2, Interior(1) 2-9-2 to 17-0-0, Exterior(2R) 17-0-0 to 22-9-7, Interior(1) 22-9-7 to 23-11-0, Exterior(2R) 23-11-0 to 29-8-7, Interior(1) 29-8-7 to 42-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 2=917, 11=917. (J] 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 verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANMRI Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Los PE No. 34869 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date; June 8,2021 MISS M elk' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245535 77552 D6 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 5.00 12 5x6 = 5x6 = 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 710:17:47 2021 20 19 3x4 = 30 = 14 13 3x6 = 6x6 = 3x4 11 6 4-14 12-2-0 6 4-14 1 5.9-2 3x4 11 5x6 = Scale-1:73.4 3x5 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.45 BC 0.81 WB 0.98 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/dell Ud -0.38 17-18 >999 360 -0.68 17-18 >723 240 0.21 11 n/a n/a 0.36 17-18 >999 240 PLATES GRIP MT20 2441190 Weight: 234 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc pudins. BOT CHORD 2x4 SP M 30 "Except" BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. 5-19,8-14: 2x4 SP No.3 WEBS 1 Row at midpt 5-17 WEBS 2x4 SP No.3 "Except' 18-20,13-15:2x4 SP M 30 REACTIONS. (size) 2=0-8-0,11=048-0 Max Horz 2=-319(LC 10) Max Uplift 2=-917(LC 12),11=917(LC 12) Max Grav 2=1824(LC 17), 11 =1 824(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3861/2039, 3-5=-4022/2191, 5-6=2730/1631, 6-7=2476/1577, 7-8=2702/1667, 8-10=3326/1914,10-11=-3758/2001 BOT CHORD 2-20=1744/3750, 5-18=-274/867, 17-18=-178713908, 16-17=-1076/2586, 15-16=1453/2985, 8-15=-283/803, 13-14= 83/253, 11-13=1717/3408 WEBS 3-20=428/328, 18-20=1667/3660, 5-17=1539/852, 6-17=355/817, 7-16=512/912, 8-16=1120/651,13-15=1661/3243,10-15=-496/287,10-13=-219/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=41ft; save=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-9-2, Interior(1) 2-9-2 to 19-0-0, Extedor(2E) 19-0-0 to 21-11-0, Exterior(2R) 21-11-0 to 27-8-7, Intedor(1) 27-8-7 to 42-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 at --lb) 2=917, 11=917. Z.LWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedly 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 MiTek USA, Inc. FL Cart 6634 6904 Parke EastBlvd. Tampa FL 33610 Date; June 8,2021 R4+S MiTek* 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply ELIZABETH SPEC 2 T24245536 77552 D7 Roof Special 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982. 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 710:17:48 2021 ki RMiyB 6-4-14 5x6 = 5.00 12 19 18 3x8 = 14 13 6x8 = 3x4 11 3x4 II 5x6 = Scale=1:71.0 3x5 = 2Ii I$ 6 4 14 12-2-0 20-5-8 25 7 0 32-11-2 40 11-0 6 4 14 5 9 2 838 5 1-8 7 4 2 7-11-14 Plate Offsets (X,Y)— [11:0-0-2,Edge], [15:0-5-12,0-3-4], [17:0-2-4,Edge], [19:0-3-8,0.3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL .1.25 TC 0.44 Vert(LL) -0.42 16-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.75 16-17 >658 240 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MS Wind(LL) 0.35 16-17 >999 240 Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 34-13 oc purling. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. 4-18,8-14: 2x4 SP No.3 WEBS 1 Row at midpt 7-16, 8-16 WEBS 2x4 SP No.3 *Except* 17-19,13-15:2x4 SP M 30 REACTIONS. (size) 2=0-8-0,11=0-841 Max Horz 2=341(LC 11) Max Uplift 2=917(1.13 12), 11=917(LC 12) Max Grav 2=1824(LC 17), 11 =1 816(LC 18) FORCES. (1b) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3867/2032, 3-4=-3996/2150, 4-6=-4040/2274, 6-7=2531/1578, 7-8=-2545/1573, 8-1 0=-3296/1900, 10-11 =-3735/1989 BOT CHORD 2-19=1748/3775, 4-17=-295/281,16-17=1318/3003,15-16=1445/2981, 8-15=-279/752, 11-13=1694/3386 WEBS 3-19=429/328, 17-19=1683/3716, 6-17=677H454, 6-16=10171651, 7-16=-951/1722, 8-16=11351701, 13-15=1637/3193, 10-15=-502/279, 10-13=-219/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-9-2, Interior(1) 2-9-2 to 20-5-8, Extedor(2R) 20-5-8 to 24-6-10, Interior(1) 24-6-10 to 42-3-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 This item has been plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck electronically signed and to the use of this truss component. sealed by Lee, Julius, PE 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 printed copies of this will fit between the bottom chord and any other members, with BCDL = I O.Opsf. document are not considered 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=917, 11=917. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: June 8,2021 211 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 Into WIN a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design 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, sea ANSMIr Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply ELIZABETH SPEC 2 T24245537, 77552 E COMMON 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MITek Industries, Inc. Mon Jun 7 10:17:49 2021 Page 1 ID:M?2yTUpDB?WEbFB3p7JfkzD_bP-zS8vFmGhO9lthECk6JPwhSGXY5EblUNSM2 7UAz81RW -4-0-0 8-0-0 9 4 X� 4-0-0 4-0-0 1-4-200 Scale = 1:19.7 44 = Ig 3x4 = 3x4 = 4 0 0 4-0.0 Plate Offsets (X,Y) - [4:0-0-0,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.05 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.01 6-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=-70(LC 10) Max Uplift 2= 416(LC 12), 4=-416(LC 12) Max Grav 2=368(LC 1), 4=368(LC 1) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=416/1337, 34=416/1337 BOT CHORD 2-6=1050/349, 4-6=1050/349 WEBS 3-6=656/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1)1-8-0 to 4-0.0, Exterior(2R) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 9-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. lb electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 uplift atjoint(s) except (jt=lb) 2=416, 4=416. sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ��l' a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall Is 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 ANSM11 Qualify Criteria, DSO-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 aty Ply ELIZABETH SPEC 2 T24245538 71552 GRA Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:512021 Page 1 ID:M72yTUpDB7WEbFB3p7JfkzD_bP-vrGfgSHxYmYbwXM7DkROmtLsjvll mKslgMT6Y3z8iRU 1 4 0 3 9 14 10-11-8 14-11-0 18 1-2 21-11-0 23-3-0 3-9-14 3 2-2 3-11-8 3-11-8 3 2-2 3-9-14 1-4-0 Scale=1:40.0 4x4 = 4 3x4 = 5 P*J 4x4 = Ii 3x6 = 2x3 11 6x8 = 5x8 WB = 6x8 = 2x3 11 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.19 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.44 11-13 >595 240 BCLL 0.0 ' Rep Stress Incr NO WS 0.36 Hofz(CT) 0.09 8 n/a We BCDL 10.0 Code FBC2020frP12014 Matrix -MS Wind(LL) 0.26 11-13 >999 240 Weight: 108lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=109(LC 6) Max Uplift 2=-1097(LC 8), 8=1097(LC 8) Max Grav 2=1657(LC 1), 8=1657(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=3609/2279, 3-4=-3481/2230, 4-5=3238/2116, 5-6=3238/2116, 6-7=-3481/2230, 7-8=3609/2279 BOTCHORD 2-14= 1998/3297, 13-14=-1998/3297, 11-13=-2194/3545, 10-11 =1 998/3297, 8-10=-1998/3297 WEBS 3-13=351/338, 4-13=-490/934, 6-11=490/934, 7-11= 352/338, 5-13=-440/370, 5-11=-440/370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4,2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1097, 8=1097. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 327 lb up at 7-0-0,138 lb down and 168 lb up at 940-12,138 lb down and 168 lb up at 10-11-8, and 138 lb down and 168 lb up at 12-10-4, and 209 lb down and 327lb up at 14-11-0 on top chord, and 348 lb down and'246 lb up at 7-M, 85 lb down and 28 lb up at 9-0-12, 85 lb down and 28 lb up at 10-11-8, and 85 lb down and 28 Ib up at 12-10-4, and 348 Ib down and 246 lb up at 14-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on page 2 WARNING - Verify design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTele connectors. This design is based only upon parameters shown, 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 Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, OSS-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Leo PE No. 34869 MiTek USA, Inc. FL Can 0634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245538 77552 GRA Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 13.43U S May 1z zuzi mtt eK Inaustnes, Inc. mon dun f iu:i rai zun rage z ID:M?2,yTUpDB?WEbFB3p7JfkzD_bP-vrGfgSHxYmYbwXM7DkROmtLsjvll mKslgMT6Y3z81RU LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=54, 4-6=54, 6-9=-54, 15-18=20 Concentrated Loads (lb) Vert: 4=162(B) 6=162(B)13=348(13)11=348(B) 5=110(B) 21=110(B) 22=110(B) 23=-66(8) 24=66(B) 25=66(B) �j WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. �W' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MT (' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSHfP11 Quality Criteria, DS&89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply ELIZABETH SPEC 2 T24245539 7ZS52 GRB Half Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 6.43U a May 1Z 2021 MTeK Industries, Inc. Mon Jun 7 1 U:17:D"L ZUz1 Nage 1 ID:M72yTUpDB7WEbFB3p7J8¢D bP.-01g2unlaJ4gSYhxJnRydJ4u1QJEvVjzu20Cg4Vz8iRT 1 4 0 3-9.14 _7.0-0 11-8-0 r 1 4 0 3-9.14 — 3-2-2 448.0 3x4 = Scale=1:21.7 48 = 3x4 II 13 5 bX0 3.9.14 7.0-0 11-8-0 _- 3-9.14 3-2-2 4-8-0 Plate Offsets (X Y)- t4:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.62 Horz(CT) 0.02 ' 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.04 7-8 >999 240 Weight: 60 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-2-0 ocbracing. REACTIONS. (size) 2=0.8.0, 6=Mechanical Max Horz 2=205(LC 25) Max Uplift 2=493(11LC 8), 6=-698(LC 8) Max Grav 2=744(LC 1). 6=1063(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=13581774, 3-4=-1104/686. 5-6=-287/267 BOT CHORD 2-8=816/1224, 7-8=-816/1224, 6-7=682/1024 WEBS 3-7=355/249, 4-7=-265/665, 4-6=11711781 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying, applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) electronically signed and 2=493, 6=698. sealed by Lee, Julius, PE 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 327 lb up at using a Digital Signature. 7-0-0, and 145 lb down and 168 lb up at 9-0-12, and 131 lb down and 164 lb up at 11-0-12 on top chord, and 348 lb down and 246 Printed copies of this Ito up at 7-0-0, and 85 lb down and 28 lb up at 9-D-12, and 96 lb down and 23 lb up at 11-0-12 on bottom chord. The document are not Considered design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and sealed and the signature must be verified LOAD CASE(S) Standard On any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Julius Lee PE No. 34869 Vert: 1-4=54, 4-5=54, 6-9=-20 MiTek USA, inc. FL Cart 6634 Concentrated Loads (lb) 6904 Parks East Blvd. Tampa FL 33610 Vert: 7=348(F) 4=162(F)12=-110(F)13=125(F)14=-66(F)15=71(F) Date: June 8,2021 ----------------- - 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 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 0Tek, Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7Pl1 Qualify 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 ELIZABETH SPEC 2 T24245540 77552 GRID HIP GIRDER 1 1 - Job Reference (optional) GnamDers I russ, ron coerce, rL - AUtiZ, o.93u 5 may -IZ ZUZ'I col I ex mausolea, Inc. Mon Jun I Iu; I /;Do ZUZI raga -I ID:M?2yTUpDB?WEbFB3p7J8¢D_bp-ocWAWpKSc?21 P9guSaWKxjWSXW9yi0XKl_RKhgz8iRO r1 4-0 5 0 0 10.5 12 15-11-8 21-5 4 26-11-0 29-3-0 , 32-7-0 35-11-0 38 3-0 40-11-0 1{2-3 Q 1�3-0 5.0-0 5 5 12 5 5-12 rW2 5.5.12 2�0 3 4-0 + 3 4 0T2 4—T 2-8-0 Scale=1:72.2 5xB MT18HS = 5.00 12 3x4 = 3x8 = 3x6 = 4x10 = 3 33 34 4 35 36 37 5 38 39 40 6 41 7 42 43 4x6 = 48 = 30 11 5x8 = 44 8 45 9 46 47 48 10 49 50 11 -- 51 52 —'53 23 54 — 55 56 57 —" 58 59 . 60 61 "- 412 —_ '+xv — Ixo — 3x6 = 3x4 I1 3x5 = 5xB MT18HS = 3x8 = 7x14 = 3x4 11 _ 3x5 3x4 = 5x8 — 4.00112 3x4 II 6.0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.76 BC 0.72 WB 0.89 Matrix -MS DEFL. in (loc) I/defl L/d Vert(LL) 0.73 22-24 >444 240 Vert(CT) -0.51 22-24 >627 240 Horz(CT) -0.14 20 n/a n/a PLATES MT20 MT18HS Weight: 204 lb GRIP 244/190 2441190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc pudins. BOT CHORD 2x4 SP M 30 'Except' BOT CHORD Rigid ceiling directly applied or 3-2-7 oc bracing. 9-19: 2x4 SP No.3 WEBS 1 Row at midpt 3-24, 5-21, 7-20 WEBS 2x4 SP No.3 *Except* 7-20; 2x4 SP M 30, 8-20: 2x6 SP No.2 REACTIONS. (size) 2=0.8-0,13=0-8-0, 20=0.8-0 Max Horz 2=100(LC 7) Max Uplift 2=1670(LC 8), 13=-92(LC 8), 20=3168(1-10 8) Max Grav 2=1411(LC 17), 13=522(LC 30), 20=3372(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3021/3547, 3-4=-3997/4874, 4-5=3449/4384, 5-7=1152/1888, 7-8=2743/3047, 8-9=2948/2727, 9-10=1398/589,10-11=1398/589, 11-12=1110/0,12-13=-1640/0 BOT CHORD 2-25=3156/2747, 24-25=-3181/2764, 22-24=4714/3997, 21-22=-4224/3449, 20-21=-1728/1152,19-20=-379/402,9-18=-1070/811,17-18=-2735/3152,16-17=0/1200, 15-16=0/1342,13-15=0/1505 WEBS 3-25=355/364, 3-24=-1649/1359, 4-24=265/272, 4-22=602/553, 5-22=-538/518, 5-21=2480/2677, 7-21=1318/1135, 7-20=4448/4968, 8-20=-649/253, 18-20=-2804/2629, 8-18=0/659, 9-17=-1775/2330, 10-17=272/231, 11-17=-1166/1044, 11-16=-63/384, 12-15=0/409, 12-16=-502/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=16ft; B=45ft; L=41ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left 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. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s)13 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)13 except at=lb) 2=1670, 20=3168. Jnued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer most verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual thus web and/or chard members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSUTPIt Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 Mifek USA; Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 8,2021 iVoI9 K 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245540 77552 GRD HIP GIRDER 1 1 Job Reference o tional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:55 2021 Page 2 ID:M72yTUpDB?WEbFB3p7J8¢D_bP-ocWAWpKSc?21 P9guSaWKxI1NSXW9yi0XKl_RKhgz8iRQ NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)173 Ib down and 316 Ib up at 5-0-0, 61 Ib down and 131 Ib up at 7-0-12, 61 Ib down and 131 Ib up at 9-0-12, 61 Ib down and 131 Ib up at 11-0-12, 61 Ib down and 131 Ib up at 13-0-12, 61 Ib down and 131 Ib up at 15-0-12, 61 Ib down and 131 Ib up at 17-0-12, 61 Ib down and 131 Ib up at 19-0-12, 61 lb down and 131 Ib up at 20-5-8, 61 lb down and 131 Ib up at 21-10-4, 61 Ib down and 131 lb up at 23-10-4, 61 Ib down and 131 Ib up at 25-104,111 Ib down and 119 Ib up at 27-104,111 Ib down and 98 Ib up at 29-104, 111 Ib down and 98 Ib up at 31-10-4, and 111 Ib down and 98 Ib up at 33-10-4, and 276 Ib down and 245 Ib up at 35-11-0 on tap chord, and 112 Ib down and 145 Ib up at 5-0-0, 44 lb down and 64 Ib up at 7-0-12, 44 Ib down and 64 Ib up at 9-0-12, 44 Ib down and 64 Ib up at 11-0-12, 44 Ib down and 64 Ib up at 13-0-12, 44 Ib down and 64 Ib up at 15-0-12, 44 Ib down and 64 Ib up at 17-0-12, 44 Ib down and 64 Ib up at 19-0-12. 44 Ib down and 64 lb up at 20-5-8, 44 Ib down and 64 Ib up at 21-10-4, 44 Ib down and 64 Ib up at 23-10-4, 44 Ib down and 64 Ib up at 25-10-4, 48 Ib down and 18lb up at 27-10-4, 56 lb down and 40 Ib up at 29-10-4, 56 Ib down and 40 Ib up at 31-104, and 56 Ib down and 40 Ib up at 33-104, and 164 Ib down and 95 Ib up at 35-104 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-11=54, 11-13=-54, 13-14=64, 19-27=20, 15-18=20, 15-30=-20 Concentrated Loads (lb) Vert: 3=126(B)11=128(B) 23=44(B) 25=93(B)16=143(B) 33=55(B) 34=-55(B) 35=-55(B) 36=55(B) 38=-55(B) 39=-55(B) 40=55(B) 41=-55(B) 42=mO(B) 43=55(B) 44=55(B) 46=-59(B) 47=51(B) 49=51(B) 50=-51(B) 51=-44(B) 52=44(B) 53=-44(B) 64=-44(B) 55=-44(B) 56=44(B) 57=-44(B) 58=44(B) 59=-44(B) 60=-44(B) 61=-40(13) 62=-56(B) 63=56(131) 64=56(13) 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 ' VIN a tries system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall TJ ■ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 9�'��,C' Is always required for stability and to, prevent collapse 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 Crlteds, OSS-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 City Ply ELIZABETH SPEC 2 T24245541 77552 GRE HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:17:56 2021 Page 1 ID:M72yTU pDB7 WEbFB3p7J6¢D_bP-Gp3Yj9L4MIAu 1 JF4OH 1 ZTw3nZwfyRfzUzeAtDGz8iRP 1 4 0 2-11-15 5 0 0 8-0-0 9 4 0 1-4-0 2-11-15 2-0-1 3-0-0 1-40 Scale=1:20.0 4x4 = 4x4 = 3x4 = 3x4 = ' 2-11-15 5-0-0 8-0-0 2-11-15 2-0.1 3-0-0 Plate Offsets (X,Y)— 15:0-0-0,0-0-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.02 7-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) -0.01 5 nia n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Weight: 32 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0.8-0, 5=0-8-0 Max Horz 2=-57(LC 6) Max Uplift 2=-460(LC 8), 5=-460(LC 8) Max Grav 2=394(LC 1), 5=394(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=518/559, 3-4=-461/549, 4-5=513/559 BOT CHORD 2-8=-451/454, 7-8=463/461, 5-7=-453/454 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=16ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) This Item has been 2=460, 5=460. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)164 lb down and 155 Ib up at electronically signed and 2-11-15, and 164 ib down and 1551b up at 5-0-0 on top chord, and 110 lb down and 28 lb up at 2-11-15, and 110 lb down and 281b Sealed by Lee, Julius, PE up at 4-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. using a Digital Signature. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (pif) signature must be verified Vert: 1-3= 54, 3-4= 54, 4-6=-54, 9-12=20 on any electronic copies. Concentrated Loads (lb) Vert: 3=-15(F) 4=15(F) 8=-12(F) 7=-12(F) Julius Lee PE No. 34869 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 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 budding 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 @�@s� pV�f�16C Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Crlteda, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safetylniformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply ELIZABETH SPEC 2 T24245542 77552 A JACK -OPEN 14 1 - Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, t1.43U S May 1 "G LULL Mi I ex Incustnes, Inc. Mon Jun f lu:l r:or LULI rage 1 ID: M?2yTUp DB? W EbFB3p7JfkzD_bP-k?dxxVMi7cJleSpGa7Yo08bu8K1oA6udC IwRmiz8iRO -1-4-0 1-0-0 — 14-0 1-0-0 Scale =1:6.7 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 file n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No-3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=69(LC 12) Max Uplift 3=-1(1-C 9), 2=-193(LC 12), 4=12(LC 1) Max Grav 3=16(LC 12), 2=157(LC 1), 4=37(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except at=lb) 2093. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 MiTek USA; Inc. FL Cart 6634 6904 Parke East'Blvd. Tampa FL 33610 Date: June 8,2021 (� WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. i -- .' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not. Sp, a truss system. Before use, the building designer must verif)I the appllcab0iry of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing �p MiTeti, Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply ELIZABETH SPEC 2 T24245543 77552 J3 JACK -OPEN 10 1 Job Reference o floral Chambers Truss, Fort Pierce, FL - 34952, 75.43U S May 1 L LUZI MI I eK InaustneS, Inc. Mon Jun r 1 un i:otl zuzi cage 1 ID:M?2,yTUpDB?WEbFB3p7JfiaD bP-CBBJBrNLuwRcGcOT7131ZL83sjGBvZ8nRyl 19z8iRN 1-4-0 3.0.0 _ 1 4 0 3-0-0 3A = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.01 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 FBC2020rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 12) Max Uplift 3=62(LC 12), 2=-228(LC 12), 4=-47(LC 9) Max Grav 3=61(LC 1), 2=197(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale=1:10.9 PLATES GRIP MT20 2441190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; 8=45ft; L=24ft; eave=oft; Cat. 11; 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 2-114 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=228. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MITek USA; Inc. FL Can 6634 6904 Parke East Blvd; Tampa FL 33610 Date: June 8,2021 ,& WARNING, Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, 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 S building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wek' is always required for stability and to prevent collapse 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 city Ply ELIZABETH SPEC 2 T24245544 77552 J5 Jack -Open 7 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 3x4 = 8.430 s May 12 2021 MTek Industries, Inc. Mon Jun 7 10:17:58 2021 Page 1 B2WEbFB3p7Jfl¢D bP-CBBJSrNLuwRcGcOT7131ZL8xJAVvZBnRyf 19z8iRN LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.06 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/rP12014 Matrix -MP Wind(LL) 0.07 4-7 >846 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=158(LC 12) Max Uplift 3=103(LC 12), 2=-190(LC 12), 4=4(LC 12) Max Grav 3=116(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:15.0 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; save=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 4-114 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 3=103, 2=190. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Slid. Tampa FL 33610 Date: June 8,2021 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTeM connectors. This design Is based only upon parameters shown, 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 budding of individual truss web and/or chard members only. Additional temporary and permanent tracing8'�'��' ma ' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DS849 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 ELIZABETH SPEC 2 T24245545 7j552 J5P JACK -OPEN 12 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34932, t1.43U S May 1z zuzl MI I eK mausurIes, Inc. mon .run r l u:l t:*v zuzl rage l ID: M72yTUpDB7 W EbFB3p7J0¢D_bP-90lhM BNztDZTumzfnPaG5ZhEN7bne00wfcPXgbz8iRM -1-4-0 5-0.0 1-4-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.13 4-7 >440 240 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.04 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 FBC2020frPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30, WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=158(LC 12) Max Uplift 3=-116(LC 12), 2=-287(LC 12). 4=88(LC 12) Max Grav 3=109(LC 1), 2=264(LC 1), 4=84(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:15.0 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust). Vasd=1 24mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1)1-8-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=116,2=287. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MiTok USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 [,�, WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall I - building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing ��Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 end BCSI Building Component 6904 Parke East Blvd. Safety lrrfornation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245546 77552 J7 Jack -Open 8 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982. 5.430 s May 12 2021 MITek Industries, Inc. Mon Jun 710:1It= 2021 Page 1 I D: M?2_1TU pD B? W EbFB3p7Jf kzD_bP-9aJ3ZW ObQXhKVwYrF75VemDMJXxW NTe4uG85N 1 zBiRL -1-4-0 7-0-0 1-4.0 7.0.0 3x4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lot,) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.08 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.18 4-7 >468 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Wind(LL) 0.18 4-7 >474 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4--Mechanical Max Horz 2=203(LC 12) Max Uplift 3=153(1-C 12), 2=-216(LC 12), 4=-8(LC 12) Max Grav 3=167(LC 17), 2=336(LC 1). 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:19.8 PLATES GRIP MT20 2441190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult--160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Dpsf, h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1)1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 3=153, 2=216. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MiTek,USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 ------- -- ---- ---- -- -- — — — Zh WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-7473 rev. 51192020 BEFORE USE. -- Design valid for use orgy with MiTek® connectors, This design is based only upon parameters shown, 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 andfor chord members only. Additional temporary and permanent bracing p� Ytl91�Qi�° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36010 , Job Truss Truss Type city Ply ELIZABETH SPEC 2 T24245547 7Z552 JC3 Jack -Open 2 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 3x4 = 2-M 5.43U S May 12 ZUZ1 Mt f ek Inaustnes, Inc. Mon Jun r IU:lt1:U1 ZUZ1 Scale = 1:10.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Udeti L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.00 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 7-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Wind(LL) 0.01 11 >999 240 Weight: 14 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=113(LC 12) Max Uplift 4=29(1_C 12), 2=-168(LC 12), 5=13(LC 12) Max Grav 4=53(LC 17), 2=203(LC 1), 5=63(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 3-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; 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 1-6-10, Interior(l) 1-6-10 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4; 5 except Qt=lb) 2=168. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MiTok,USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 I& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. -- �- Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ffek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSBTPII 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 ELIZABETH SPEC 2 T24245548 77552 JC5 Jack -Open 4 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982. 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:18:012021 Page 1 ID:M92yTUpDB9WEbFB3p7J8¢D_bP-dmtRmsPDBrpA7472pgdkA mX_xDR6wTD7wuevTz8iRK 1 4-0 2-8-0 5-0-0 1-0-0 2-8-0 24-0 W?118Rt.96] d 0 4 9 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.03 6 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.06 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.03 5 We n/a BCDL 10.0 Code FBC202OrTP12014 Matrix -MP Wind(LL) 0.08 6 >774 240 Weight: 20 lb . FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=158(LC 12) Max Uplift 4=-83(LC 12), 2=-187(LC 12), 5=-22(LC 12) Max Grav 4=107(LC 17), 2=276(LC 1), 5=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2E) -14-0 to 1-6-10, Interior(l) 1-6-10 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4, 5 except Qt=lb) 2=187. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 M`rek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 8,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MnEK 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 r a truss system. Before use, the butIding 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 WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and trues systems, see ANS11TPI1 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply ELIZABETH SPEC 2 T24245549 77652 KJ3 DIAGONAL HIP GIRDER 2 1 - Job Reference (optional) ChambersTruss, Fort Pierce, FL - 34982, 6.430 a May 12 2021 MITBK industries, Inc. Mon Jun T 1u:1t3:U2 2U21 rage 1 ID:M?2yTUpDB?WEbFB3p7JflaD_bP-5yRq_Cl',try8x11EiEMY8zjBJoOLhJrN7MMadBRwz8iRJ 1-10-10 2.4-10 4-2-3 1-10-10 2-4-10 1-9-9 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 TCDL 7.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2020frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=112(LC 8) Max Uplift 3=55(1-C 8), 2=256(LC 8), 4=-55(1-C 5) Max Grav 3=75(LC 28), 2=222(LC 28), 4=70(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:11.5 4-2-3 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.03 4-7 >999 240 MT20 244/190 Vert(CT) -0.03 4-7 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at --lb) 2=256. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 59 lb up at 1-6-1. and 100 lb down and 59 lb up at 1-6-1 on top chord, and 98 lb down and 35 lb up at 1-6-1, and 98 lb down and 35 lb up at 1-6-1 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: 1-3=-54, 4-5=20 Concentrated Loads (lb) Vert: 8=117(F=59, B=59) This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 61iTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ����• IR Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an Individual building component, not W��T{g a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing ry GV PO N�'. f� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPlf Quality Criteria, DSO.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 26TO Crain Highway, Suite 203 Waldorf, MD 20601- Tampa, FL 36610 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245558 77552 VA Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982. 3x8 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 7.0 Lumber DOL 1.25 BC 0.29 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-2-2, Right 2x6 SP No.2 -t 2-2-1 REACTIONS. (size) 2=8-0-0, 6=8-0-0, 8=8-0-0 Max Horz 2=70(LC 10) Max Uplift 2=-323(LC 12), 6=323(1_C 12) Max Grav 2=336(LC 1), 6=336(LC 1), 8=191(LC 3) " 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 10:18:10 2021 Page 1 ID:M?2yTUpDB?WEbFB3p7JfkzD_bP-sVwfitWs3cxviSJmgDHr2tel HZNEj?TYBpZdjSz81RB 8-0-0 9-4-0 Scale=1:19.7 4x4 = 2x3 II FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=396/717, 4-6=-396/708 BOT CHORD 2-8=464/274, 6-8=-465/274 WEBS 4-8=256/130 3x8 11 DEFL. In (loc) Vdefi Ud PLATES GRIP Vert(LL) 0.00 7 n/r 120 MT20 244/190 Vert(CT) 0.00 7 Ink 90 Horz(CT) -0.00 6 n/a n/a Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-15 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=3.Opsf; h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1)1-8-0 to 4-0-0, Exterior(2R) 440-0 to 7-0-0, Interior(1) 7-0-0 to 9-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=323, 6=323. ZL WARNING - Verity design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. $119/2020 BEFORE USE. Design valid for use only with MiTek®connbctors. This design is based only upon parameters shown, 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPlf Quality Cdtorla, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Leo PE No, 34869 NI Tok USA; Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 a ff MiTek' 69D4 Parke East Blvd. Tampa, FL 36610 Symbols Numbeftg System �! GeneraSafety 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. 0-116u - -I- For 4 x 2 orientation, locate plates 0- V,fi from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4. width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: 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 1 dimensions shown In ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPl 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 or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For Wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 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 ANSIITPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. �y � _ � t W is _• @{; f , ` ... ."`may+� .,,.'.:,_ � l' _, Al 1`a t4P "' r -+ , . .xi �- •:a .,i ".? tat t t.�'� 'ti ` � � ... '' 1• .. ` � , - � - is - .. .y - - _ � .• -, 'lam. �'.� � i i� � f� �y.. `� 1Fl a� `� � r � I x L Jt Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245555 T7552 MV6 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 lu:1t3:Utt 202i Page 1 ID:M?2yTUpDB?WEbFB3p7Jfl2D_bP-w6o5EGUcY hBT990joFNySYnhllTF4eFkV4Wfzz81RD 3x4 11 3x4 � 20 II 3x4 II Scale=1:16.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.28 BC 0.12 WB 0.13 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) I/deft Ud - n/a 999 - n/a 999 n/a n/a PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=116(LC 12) Max Uplift 4=56(LC 12), 5=-160(LC 12) Max Grav 1=56(LC 1), 4=85(LC 17), 5=242(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=230/426 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Op6f h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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=160. This item has been, electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No, 34869 MiTek USA, Inc, FL Cart 6634 6804 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 Al WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611912020 BEFORE USE. '! Design valid for use orgy with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing �p MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Yt'4ek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 Quality Criteria, OSS-89 and BCSIBuilding Component 6904 Padre 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 ELIZABETH SPEC 2 T24245556 7.7552 V4 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 3x4 i 2-0-0 5.00 12 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 710:18:09 2021 Page 1 ID:M72yTUpDB7WEbFB3p7JfkzD_bP-OJMTSbVEJlp241kaHWmcVg5 W94U YsOz9g3BOz8iRC 3x6 = 4-0-0 4-0-0 3x4 Scale =1:7.5 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vart(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=17(1_C 10) Max Uplift 1=51(LC 12), 3=-51(1_C 12) Max Grav 1=94(LC 1), 3=94(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. —M Design valid for use only with MiTek® connectors. This design is based only upon, parameters shown, 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 webandfor 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 ANS1171011 QualityCrllerla, DSB•89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36010 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245557 77552 V8 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 3x4 2x3 11 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 710:18:10 2021 Page 1 ID:M72yTUpDB7WEbFB3p7J8¢D bP-sVwficWs3cxviSJmgDHr2te28ZPvj_bYBpZdjSz81RB B-0-0 , 44 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP NO.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=43(LC 10) Max Uplift 1=-79(LC 12), 3=-79(LC 12), 4=104(LC 12) Max Grav 1=118(LC 1), 3=11B(LC 1), 4=248(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-4=166/326 3x4 Scale = 1:14.6 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-M 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=3.Opsf; h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3 except at --lb) 4=104. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek.USA; Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 A; WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing • gg�� pp�Y @�@,� YN1ITl�. Yi Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and tntss systems, see ANSW?PIf Quality Criteria, DSO-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 ELIZABETH SPEC 2 T24245550 Z7552 KJ5 DIAGONAL HIP GIRDER 1 1 ' Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982. 6.43U S May 12 2u21 MI I OK Industries, Inc. Mon Jun I lu:ltf:U3 2u21 rage 1 ID:MT2yTUpDB7WEbFB3p7J8¢D_bP-Z9 CBYRT)S3uMNHQwFfCGPrxTk?VagNWaENIZMz81Rl -1-10 10 3-9.9 _,_ 7-0-2 1-10-10 3-9.9 3-2-9 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.21 4-7 >402 240 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.17 4-7 >478 240 BCLL 0.0 ' Rep Stress Incr. NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=157(LC 8) Max Uplift 3=-142(LC 8), 2=-333(LC 8), 4=-115(LC 5) Max Grav 3=148(LC 1), 2=285(LC 1), 4=125(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. &M- MENSRYAl PLATES GRIP MT20 244/190 Weight: 24 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; ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 3=142, 2=333, 4=115. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 59 lb up at 1-6-1, 100 lb down and 59 lb up at 1-6-1, and 37 lb down and 76 lb up at 4-4-0, and 37lb down and 76 lb up at 4-4-0 on top chord; and 98 lb down and 35 lb up at 1-6-1. 98 lb down and 35 lb up at 1-6-1, and 17lb down and 4 lb up at 4-4-0, and 17 lb down and 4 lb up at 4-4-0 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: 1-3=-54, 4-5=20 Concentrated Loads (lb) Vert: 8=117(F=59, 13=59) 9=-O(F=O, B=-0) 11 = 1 2(F=-6, B=6) This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. =69 MiTek USA; Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 [\ WARNING. Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE, USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ��l� 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 �,q M ffek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply ELIZABETH SPEC 2 T24245551 77552 KJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982. 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 1U:16:04 ZU21 Page 1 ID:M?2_yTUpDB?WEbFB3p7JfkzD_bP-1 LYaPuR5UmB1_XsdUzARocO7Z8K?JCHfpu61Woz81RH -1-10-10 5-2-9 9-10-1 5-2-9 Scale=1:22.1 J� 3x4 = cr<0 " 5 3x4 = N 5.2-9 9-10-1 5-2-9 4-7-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.04 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.34 Ho rz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=203(LC 8) Max Uplift 4=-124(LC 8), 2=-321(LC 8), 5=-190(LC 5) Max Grav 4=129(LC 1), 2=444(LC 28), 5=310(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=780/518 BOT CHORD 2-7=570/730, 6-7=-570/730 WEBS 3-7=-88/283, 3-6=-777/607 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.0psf 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 (it=lb) 4=124, 2=321, 5=190. This item has been 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)100 lb down and 59 lb up at 1-6-1, 100 lb down and 59 lb up at 1-6-1, 37 lb down and 76 lb up at 4-4-0. 37 lb down and 76 lb up at 4-4-0, and 130 lb down and electronically signed and 126 lb up at 7-1-15,and 130lb down and 126 lb up at 7-1-15 on top chord, and 43lb down and 36 lb up at 1-6-1,43lb down and sealed by Lee, Julius, PE 36 lb up at 1-6-1, 171b down and 56 lb up at' 4-4-0, 17 lb down and 56 lb up at 4-4-0, and 44 lb down and 19 lb up at 7-1-15, and using a Digital Signature. 44 lb down and 19 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of Printed Copies Of this others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not Considered signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plo Vert: 1-4= 54, 5-8=-20 Julius Lee PE No. 34869 Concentrated Loads (lb) MiTek.USA, Inc. FL Cert 0634 Vert: 11=117(F=59, B=59) 12=-O(F=-0, B=0)13=-74(F=-37, B=-37) 15=12(F=-6, B=6)16=63(F=-32, B=-32) 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 Al 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'i�� 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 v + ev oa is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 quality criteria, DSO-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 I ELIZABETH SPEC 2 T24245552 7552 KJC5 Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, tf.43u s May iz zuzl mi I eK matismes, Inc. Mon Jun r i U:IO:vo zuzl rage i ID:M?2yTUpDB?W EbFB3p7J8¢D_bP-zkgKgaTMONRTDr?9bNCvtl TQPy?hnBUyGCbPahz8iRF 1-10 10 2-M 3-8-B 512-9 Z-0-2 1-10 10 2-3-8 1-6-0 1-6.1 1-9-9 Scale=1:17.4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.08 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.19 6 >444 240 SCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.10 5-6 >863 240 Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=157(LC 8) Max Uplift 4=-105(LC 8), 2=-207(LC 8), 5=-30(LC 8) Max Grav 4=155(LC 28), 2=363(LC 28), 5=14l (LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat, II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at --lb) 4=105, 2=207. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 59 lb up at 1-6-1, 100 lb down and 59 lb up at 1-6-1, and 100 lb down and 44 lb up at 4-4-0, and 100 lb down and 44 lb up at 4-4-0 on top chord, and 43 lb down and 36 lb up at 1-6-1, 43 Ib down and 36 lb up at 1-6-1, and 36 lb down and 26 lb up at 4-4-0, and 36 lb This item has been down and 26 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. electronically signed and 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). sealed by Lee, Julius, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Printed copies of this Uniform Loads (plf) Vert: 1-4=54, 7-8=-20, 5-11=-20 document are not considered Concentrated Loads (Ib) signed and sealed and the Vert: 14=117(F=59, B=59)15=-9(F=-4, B=-4)17=-53(F=27, B=-27) signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 x♦ 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 buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing p� F I prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 1tJA' 5ek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPlf 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 I Ply ELIZABETH SPEC 2 T24245553 77552 MV2 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MITeK Industries, Inc. Mon Jun 7 1U:18:U7 ZUZ1 Page 1 ID:M?2yTUpDB?WEbFB3p7J0¢D_bP-RwEjlwU nhZKRaB95j8QFOfBMQcWeN5VsLy67z8iRE 2-M - - 2-0-0 Scale = 1:6.9 s nn F 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=29(LC 12) Max Uplift I= 19(LC 12), 2=-35(LC 12) Max Grav 1=47(LC 1), 2=35(LC 17), 3=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=16ft; B=45ft; L=24ft; eave=oft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: June 8,2021 Z:�j WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1912020 BEFORE USE. IL. Design valid for use only with MITeM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication; storage, delivery, erection and bracing of trusses and truss systems, see ANSUfPif Quality Criteria, DSX89 and BCSI Building Component 6904 Parke Fast Blvd. sataly information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ELIZABETH SPEC 2 T24245554 °,7552 MV4 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982. 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 710:18:07 2021 Page 1 ID:M?2yTUpDB?WEbFB3p7JOrzE bP-RwEjlwU_nhZKr?aB95j8QFOZUM03WeN5VSLy67z81RE 3x4 % 3x4 II 2 Scale=1:11.1 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 0.50 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) We - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=71(LC 12) Max Uplift 1=48((_C 12), 3=77((_C 12) Max Grav 1=116(LC 1), 3=117(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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=3.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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, 3. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 hliTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 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 MiTelt4rl connectors. This design Is based only upon parameters shown, 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 budding of individual truss web and/or chord members only. Addhilonal temporary and permanent bracing MiTe,k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610