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HomeMy WebLinkAboutTrussIn ®BILE COF� mber design values are in accordance with ANSI/TPI 1 section 6.3 hese truss designs rely on lumber values established by others. REVIEWED FOR ©G MiTek CODE COMPLIANCE z zo 1 - e-A-0-5-6 RE: 77700 -PALM DRIVE Sr. tuciE COUNTY MCC MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Grande Construction of Florida Project Name: Palm Dr. Model: . Tampa, FL 33610-4115 Lot/Block: . Subdivision: . Address: Palm Dr., . 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: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 47 individual, Truss Design Drawings and 0 Additional Drawing With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers R No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24870994 A 8/2/21 15 T24871008 D5 8/2/21 2 T24870995 ATA 8/2/21 16 T24871009 GRA 8/2/21 3 T24870996 ATB 8/2/21 17 T24871010 GRAT 8/2/21 4 T24870997 ATC 8/2/21 18 T24871011 GRB 8/2/21 5 T24870998 B 8/2/21 19 T24871012 GRD 8/2/21 6 T24870999 61 8/2/21 20 T24871013 GRP 8/2/21 7 T24871000 132 8/2/21 21 T24871014 HV20 8/2/21 8 T24871001 133 8/2/21 22 T24871015 A 8/2/21 9 T24871002 134 8/2/21 23 T24871016 J3 8/2/21 10 T24871003 D 8/2/21 24 T24871017 J5 8/2/21 11 T24871004 D1 8/2/21 25 T24871018 J7 8/2/21 12 T24871005 D2 8/2/21 26 T24871019 J7C 8/2/21 13 T24871006 D3 8/2/21 27 T24871020 JA5 8/2/21 14 T24871007 D4 8/2/21 28 T24871021 JC7 8/2/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be ve 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: Velez, Joaquin 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, this i iN _ 00.0 05 q� NFw-z a y �DVo� pOOcon VZ. V�% -U ewFWwF-uOO a W-, �ZH —Zw< J G Im Oww WO OOcnF.'U OUTOOW�g U M Zzoo U>>W4QRZ��0oU=FUQQ0U `❑❑ 7m OD Z oW<�_9 ZUUOW T< ZIV zQlluzu< 151 Z3VZW.— �WO Cc�wz0 o ,���►u 1 ur/r��� I N Qv J GEN, No 68182 e-0 : rc= =0. : STATE OF :�� S/O N A� 11 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 Velez, Joaquin 1 of 2 MiTek USA, Inc. RE: 77700 -PAL DRIVE 6904 Parke East Blvd. Tampa, FL 336104115 Site Information: Customer Info: Gra Lot/Block: . Address: Palm Dr., . City: St Lucie Couniy de Construction of Florida Project Name: Palm Dr. Model: . Subdivision: . No. Seal# Touss Name Date 29 T24871022 K 5 8/2/21 30 T24871023 K 7 8/2/21 31 T24871024 K A 8/2/21 32 T24871025 K D 8/2/21 33 T24871026 M 2 8/2/21 34 T24871027 M 4 8/2/21 35 T24871028 M 6 8/2/21 36 T24871029 M 8 8/2/21 37 T24871030 M A 8/2/21 38 T24871031 M B 8/2/21 39 T24871032 M C 8/2/21 40 T24871033 M D 8/2/21 41 T24871034 P 8/2/21 42 T24871035 P1 8/2/21 43 T24871036 V 8/2/21 44 T24871037 V 8/2/21 45 T24871038 V12 8/2/21 46 T24871039 V16 8/2/21 47 T24871040 V 8/2/21 State: FL 2 of 2 Job Truss Truss Type city Ply PALM DRIVE t T24870994 77700 A Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:21:52 2021 Page 1 ID:d9T Yp7xj7AOpt8kTHWZaylOdv-suimYhzdnDXogDNbH57gCV3NH72zfXEVypvkooystZD �1 4.0 , 5.8-12 9-0-0 11-0-0 14-3-4 20.0-0 _ 21-4-0 14-0 5.8-12 3-31 2-M 13-3-4 &8-12 114-0 ' Scale=1:37.3 4x4 = 4x4 = 3x5 = 3x6 = 3x4 = 3x4 = 3x5 = 9-0-0 2-M 9-0-0 Plate Offsets KY)— [2:0-0-6,Edge], [7:0-0-6 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.12 10-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.26 10-14 >919 240 BCLL 0.0 Rep Stress Ivor YES WB 0.13 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC202o/TPI2014 Matrix -MS Wind(LL) 0.08 9-17 >999 240 Weight: 89 lb FT = 20% LUMBER BRACING - TOP CHARD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-7 Cc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-6-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=155(LC 11) Max Uplift 2=578(LC 12), 7=578(LC 12) Max Grav 2=815(LC 1), 7=815(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1388/1131, 3-4=-1108/909, 4-5=988/879, 5-6=-1108/909, 6-7=-1388/1131 BOT CHORD 2-10=90711256, 9-10=5751988, 7-9=930/1256 WEBS 3-10=-375/435, 4-10=189/305, 5-9=189/305, 6-9=-376/435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 9-0-0, Extedor(2E) 9-0-0 to 11-0-0, Extedor(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 21-4-11 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 electronically signed and will fit between the bottom chord and any other members. sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) USIn a Digital Signature. 2=576, 7=576. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd, Tampa FL 33610 Date: August 2,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPil Quality Criteria, DS849 and SCSI Building Component ' 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24870995 77700 ATA ATTIC 3 1 Job Reference (optional) �. laumefF 1 FUSS, 1-11 rle-e, FL - J4 JOZ, 8.430 s Jun Z 2021 NII I eK Inuusirla6, inc. Fin Jul 3U-12:2'Co3 zuzl rage i I D:d9T_Yp?xj7Adpt8kTH WZaylOdvK4F810_FY W ffHNynroe3licPmXl GOgn eBT1HKSystZC 1-0-0 -3-14 11-1 $•1-13 10-0-0 11-10-3 13-0-2 3-7 19-11-4 14-0 3-14 0.8-0 1-1.14 1-103 1-103 1-1-14 0-7-0 6314 Scale = 1:34.3 3x6 = 5 3x4 = 3x4 = 6 5.00 12 2x3 II 17 4 18 2x3 II 3 7 N d N 19 16 2 8 11 10 9 4x5 = 3x4 11 5x6 3x4 11 4x5 = 7.0-0 3-14 13-7.6 19-11-4 3-14 7-M 63-14 Plate Offsets X Y -- 2:0-5-5 0-0-14 :0-3-0,Ed a 8:0-5-3 0-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip E OL 1.25 TO 0.77 Vert(LL) -0.22 9-11 >999 360 MT20 2441190 TCDL 7.0 Lumber DO L 1.25 BC 0.78 Vert(CT) -0.37 9-11 >649 240 BCLL 0.0 ' Rep Stress ncr NO WB 0.82 Holz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC 020/TP12014 Matrix -MS Wind(LL) 0.16 9-11 >999 240 Weight: 94 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc pudins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing. B-10: 2x6 SP 240OF 2.0E WEBS 20 SP No.3 REACTIONS. (size) 8=0-74, 2=0- 0 Max Horz 2=168(LC 11) Max Uplift 8=311(LC 12) 2=-438(LC 12) Max Grav 8=1060(LC 19 , 2=1127(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2231/786, 3-4=-19 31798, 4-5=-121/460, 5-6=109/459, 6-7=-1949/810, 7-8=-2233/810 BOT CHORD 2-11=-600/1991, 9-11 =-( 00/1991, 8-9=-600/1991 WEBS 3-11=9/550, 7-9=23/56 5, "=-2485/1043 NOTES- 1) Unbalanced roof live loads have been c nsidered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (d factional) and C-C Exterior(2E)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 10-0-0, Extedor(2R) 10-0-0 to 13-0-0, Intedor(1) 13-0-0 to 1 11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer res oonsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. This item has been 4) 200.0lb AC unit load placed on the top chord, 10-0-0 from left end, supported at two points, 4-0-0 apart. electronically signed and 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Sealed by Velez, Joaquin, PE 6) This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Digital Signature. will fit between the bottom chord and an f other members. using a 7) Ceiling dead load (5.0 psf) on member(-). 3-4, 6-7, 4-6 Printed copies of this 8) Bottom chord live load (40.0 psf) and aciitional bottom chord dead load (5.0 psf) applied only to room. 9-11 document are not considered 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) signed and sealed and the 8A311, 2=438. 10) ATTIC SPACE SHOWN IS DESIGNEE,signature AS UNINHABITABLE. g must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5f19f2020 BEFORE USE. -- Desigo valid for use only with Wake connectors This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer trust verify the applicability of design parameters and properly incorporate this design Into the overall builtling design. Bracing Indicated is to prevent bt ckgng of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek° is always required for stability and to prevent colla se with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUfPII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate In stitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 z Job Truss Truss Type Qty Ply PALM DRIVE T24870996 77700 ATB ATTIC 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:21:54 2021 Page 1 ID:d9T_Yp?xj7xktpt8kTH WZaylOdv-oHpWzM?tJgnWvXX_OV9lHw9dDwel7JgnP70rsuystZB 8.1-13 -1-A-0 63.14 11-1 11-9.10 13.7.6 18.6.0 19.11-0 22-6-0 25-8.0 26.10.0 1.4.0 6.3-14 8- 1-1-14 3.7-13 1.9-12 4-10-10 1-5.4 2.6.12 3.0.0 1-4-0 Scale: 1/4"=T 44 = 2x3 11 4x4 = 3x5 II 5 6 25 26 7 8 3x6 = 5x8 MT18HS = 3x6 11 3x8 = US 11 31 11 7-0-0 i 22.6-0 LOADING (psf) TOLL 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 0.60 BC 0.81 WB 0.70 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.20 14-16 >999 360 Vert(CT) -0.37 16 >637 240 Horz(CT) 0.04 12 n/a n/a Wind(LL) 0.23 16-20 >999 240 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins. BOT CHORD 2x4 SP M 30 'Except' BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. 2-15: 2x6 SP No.2, 8-12: 2x4 SP No.3, 12-15: 2x6 SP 240OF 2.0E WEBS 1 Row at midpt 13-17 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size) 2=0-8-0, 12=0-7-4, 9=0-3-8 Max Horz 2=163(LC 11) Max Uplift 2=435(LC 12), 12=-523(LC 12), 9=379(LC 12) Max Grav 2=1191(LC 18), 12=1135(LC 2), 9=394(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2199/512, 34=-2009/557, 4-5=367/163, 5-6=275/202, 6-7=-310/239, 7-8=-387/285,8-9=-351/211 BOT CHORD 2-16=-415/2065, 14-16=-415/2065, 13-14=-396/2032, 11-12=•820/802, 8-11=349/425, 9-11=-57/292 WEBS 3-16=0/378, 14-17=74/821, 6-17=-372/253, 11-13=56/562, 4-18=1814/494, 17-18=-1810/492, 13.17=2066/525 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-14-11 to 1-7-5, Interior(1) 1-7-5 to 11-9-10, Exterior(2R) 11-9-10 to 16-0-8, Interior(1) 16-M to 18-6-0, Exterior(2R) 18-6-0 to 22-8-15, Intedor(1) 22-B-15 to 26-10-11 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and to the use of this truss component. sealed by Velez, Joaquin, PE 4) 200.0Ib AC unit load placed on the top chord, 10-0-0 from left end, supported at two points, 4-0-0 apart. In Digital Signature. using a 9 9 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. Printed Copies Of this 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide signed and Sealed and the Will fit between the bottom chord and any other members. signature nature must be verified 9) Ceiling dead load (5.0 psf) on member(s). 3-4, 8-22, 9-22, 4-18, 17-18 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16 On any electronic Copies. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 2=435, 12=523, 9=379. MiTek USA, Inc. FL Cart 6634 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mfrek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPli 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 38610 Job Truss Truss Type Qty Ply PALM DRIVE T24870987 77700 ATC ATTIC 1 1 Job Reference (optional) vuaumerp i ruses, run norv�, rL -Joy 2, 8.430 s Jun 2 2021 Mt I eK Indusines, Inc. Fn Jul 30 12:21:56 2U21 Page 1 ID:d9T Yp?xj7xktpt8kTHWZayIOdv-IfxHO208rR1E8rgMWwCmMLE wklxbCJ4tRtyxnystZ9 8.1-13 6-3.14 11-1 13.7.8 13• •10 16.8.0 18.11-4 25b•0 2610.0 1-4.0 6.3-14 -8- 1-1.14 5.5.9 0- 4 30.8 3.3.4 6�8.12 1-4-0 Scale = 1:48.6 4x6 = 4x4 = 5.00 F12 6 7 257 3x4 11 8 3x4 = 24 2fi 5x6 5 1541 3 4 u 27 c7i 9 cb �6x8 \\ m 10I$ jo N 1 23 b 28 29 2 `kio = 3x5 = a �[ 1 3x6 = 18 15 14 13 12 M= MT18HS 7-0-0 10 11 3x10 = 3x8 II 3x4 11 63 14 13 7 & 16 8-0 19-11 4 2"-0 6314 7-3-83-0 10 33 4 M-12 Plate Offsets X - 2:0-6-1,0-1-11 3: -3-0 Ed a 6:0-3-0 0.2-4 9:0-0-2 Ed e LOADING (psf) SPACING- 2-0-0 CSi. DEFL, in (loc) I/deft ' Ud PLATES GRIP TCLL 20.0 Plate Grip D L 1.25 TC 0.62 Vert(LL) -0.24 16 >990 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.47 16-19 >505 240 MT18HS 2441190 BCLL 0.0 Rep Stress It icr NO WB 0.77 Horc(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2 20/rP12014 Matrix -MS Wind(LL) 0.29 16-19 >815 240 Weight: 145 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except- BOT CHORD 2-15: 2x6 SP No.2, 8-12: 4 SP No.3, 12-15: 2x6 SP 2400F 2.0E WEBS WEBS 2x4 SP No.3 *Except* JOINTS 6-14: 2x4 SP M 30 REACTIONS. (size) 2=0.8-0, 12=0 -4, 9=0-3-8 Max Horz 2=193(LC 11) Max Uplift 2=-439(LC 12), 12=-508(LC 12), 9=390(LC 12) Max Grav 2=1220(LC 18), 12=1001(LC 2), 9=459(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - I forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2200/496, 4-5=-206 /561, 5-6=-589/251, 6-7=556/333, 7-8=-652/344, 8.9=-610/261 BOT CHORD 2-16=-413/2093, 14-16- 13/2093, 13-14=-379/2015, 11-12=-737/785, 8-11=366/412, 9-11=103/555 WEBS 4-16= 49/266, 14-17=24 /1345, 6-17=275/182, 13-17=-2113/548, 7-13=-41/275, 11-13=-87/712, 5-17=-15 6/446 Structural wood sheathing directly applied or 4-5-15 oc puriins. Rigid ceiling directly applied or 5-11-3 oc bracing. 1 Row at midpt 5-17 1 Brace at Jt(s): 17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-sew id gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4.11 to 1-7-5, Interior(1) 1-7-5 to 13-7-10, Exterior(2E) 13-7-10 to 16-8-0, Exterior(2R) 16-8-0 to 20-10-15, Interior(1) 20.10.15 to 26-10-11 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Limber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer resr onsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.01b AC unit load placed on the top cl iord, 10-0-0 from left end, supported at two points, 4-0-0 apart. 5) Provide adequate drainage to prevent w ter ponding. 6) All plates are MT20 plates unless otherw se 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 an other members. 9) Ceiling dead load (5.0 psf) on members:. 4-5, 8-21, 9-21, 5-17 10) Bottom chord live load (40.0 pall) and additional bottom chord dead load (5.0 pst) applied only to room. 14-16 11) Provide mechanical connection (by othITS) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) 2=439,12=508,9=390. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Cart 6634 6904 Patke.East Blvd. Tampa FL 33810 Date: August 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 rev. SH 9r2020 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 bu Kling of individual truss web and/or chord members only. Additional temporary and permanent bracing o' WOW IVI� I is always required for stability and to prevent colia se with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing Dfifusses and truss systems, see ANSM11 Quality Criteria, DSB49 and BCS/ Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Ini Mute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 s Job Truss Truss Type Qty Ply PALM DRIVE ' T24870998 77700 B Half Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:21:57 2021 Page 1 ID:d9T Yp7xj7xktpt8kTHWZaylOdv-DsVfbOlmclA5m?FY4ej?vYmCeBmbKfYE55dvrDystZB -1 4-0 , 4-5-14 8.4-0 8 0- 13.10.0 18 :2 22-10 4 27-4-0 1 4-0 4-5-14 3 10-2 ! 4-10.0 r 4-10-0 4-2 4 45-12 5x6 = 23 24 6 US = 25 4x4 = Scale = 1:49.2 3x5 = 26 10 3 15 1r 13 W 11 3x8 = 08 = 3x6 11 LOADING (psf) TOLL 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 FBC2020ITP12014 CSi. TC 0.33 BC 0.43 WB 0.77 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) In (loc) I/deft Ud -0.18 15-16 >999 360 -0.34 15-16 >946 240 0.15 - 11 n/a n/a 0.28 15-16 >999 240 PLATES GRIP MT20 244/190 Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc puriins, BOT CHORD 2x4 SP M 30 'Except- except end verticals. 4-17,8-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-4.0, 2=0-8-0 Max Horz 2=281(LC 12) Max Uplift 11=-640(LC 12), 2=732(LC 12) Max Grav 11=1004(LC 1), 2=1083(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2188/1488, 34=2934/2143, 4-5=-2915/2213, 5.6=-2824/2041, 6-8=2393/1698, 8-9=-2347/1666, 9-10=969/682,1D-11--963/731 BOT CHORD 2-18=-1565/1986, 15.16=-1863/2453, 14.15=-2041/2824 WEBS 5-16=-633/785, 5.15=273/543, 6-14=4811391, 12-14=-681/965, 9-14=-1130/1577, 9-12=-1071/853, 3.18=619/577, 16.18=1585/2014, 3-16=524/689, 10-12=-903/1285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat.. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Intedor(1) 13.2-15 to 27-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer /Project engineer responsible for verifying applied roof live load shown.covers rain loading requirements specific This item has been to the use of this truss component. electronically signed and 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed fog a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 7) . This truss has been designed for a live load of 20.Opsf on.the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members. document are not Considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1OD lb uplift at Joint(s) except (jt=lb) signed and sealed and the 11=640, 2=732. signature must be Verified on any electronic copies. Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE M11-7473 rev. 5119l2020 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 applicabllity 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 MaTek° Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salary Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply PALM DRIVE T24870999 77700 B1 Half Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 349112, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:21:59 2021 Page 1 ID:d9T Yp7xj7xktpt8kTHWZaylOdv-9EdPO4308MQp?IPxB3rT zsWhxQ5oZBXZP6cY6ystZ6 14-0 4-5.14 8-4- 11-0-0 18-M 22-10-4 27-4-0 1 4-0 4.5-14 3-10-2 2 8-0 7 8 0 4-2 4 45-12 Scale = 1:49.2 4x8 = 3x6 = 3x5 = 5 23 24 25 6 7 26 8 27 9 5.00 12 2 3 111 21 13 Iq 2 0 0 = 14 4x12 — IV 17 18 12 11 10 3x8 — 08 = 3x6 II 45.14 8-4-0 11-0-0 18-8-0 22-10 4 27 4-0 4.5-14 3-10-2 2-8-0 7-8.0 4.2 4 45-12 Plate Offsets X Y -- 5:0-5-4,0-2-0 15: 6-0 0-3-0 17:0-3-8 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip D L 1.25 TC 0.42 Vert(LL) -0.14 14=15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.31 13-14 >999 240 BCLL 0.0 ' Rep Stress I I icr YES WB 0.76 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2 20/TPI2014 Matrix -MS Wind(LL) 0.23 14-15 >999 240 Weight: 165 lb FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-11 cc pudins, BOT CHORD 2x4 SP M 30 *Except' except end verticals. 4-16,6-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-11-13 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-13 REACTIONS. (size) 10=0-4-0, 2=0- -0 Max Horz 2=332(LC 12) Max Uplift 10=-648(LC 12), 2=724(LC 12) Max Grav 10=1004(LC 1), 2=1083(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -)VI forces 250 (lb) or less except when shown. TOP CHORD 2-3=2187/1446, 3-4=29 3312193, 4-5=-2208/1611, 5-6=-1860/1362, 6.8=1805/1316, 8-9=-791/566,9-10=-964 743 BOT CHORD 2-17=-1576/1985, 4-15= 05/665, 14-15=-2173/2731, 13-14=•1557/2058, 6-13=-372/397 WEBS 3-17=-634/597,3-15=-58 /734,4-14=8701778,5-14=-388/631, 5-13=-262/217, 11-13=-545/800,8-13=-9 9/1281,8-11=-1011/816,9-11=-825/1156,15-17=-1596/1990 NOTES- 1) Unbalanced roof live loads have been cc nsidered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-sec d gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (di ectional) and C-C Extedor(2E)-1-4,11 to 1-7-5, Interior(1) 1-7-5 to 11-0-0, Extedor(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 7-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer res onsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component, electronically Signed and 4) Provide adequate drainage to prevent iter ponding. Sealed by Velez, Joaquin, PE 5) All plates are 3x4 MT20 unless otherwiseindicated. 6) This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and an other members. document are not Considered 8) Provide mechanical connection (by othe s) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) signed and sealed and the 1o=sae, 2=72a. signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING -Verity design parameters and REA1 NOTES ON THIS AND INCLUDED MITEF( REFERENCE PAGE Mil-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 r iust verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent b Iing of Individual truss web and/or chord members only, Additional temporary and permanent bracing r�� /n� 4 �° IYIt II�L Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see, ANS1171011 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate In titute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871000 77700 B2 Half Hip i 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:00 2021 Page 1 ID:d9T Yp?xj7Adpt8kTHWZaylOdv-dRAoEQ3evgYgdS_7lmGiXBOdnLn1X20go3r94YystZ5 41:4-0.0 , 6-9-14 13-M 20-2-0 27-4-0 1 A6-9-14 6-2-2 7-2-0 7-2-0 Scale: 1/4'•=l' 4x8 = 2x3 II 17 1R 1n 5 9n 3x5 = rl lu n 7 3x4 = 2x3 II US = 3x10 = 3x6 II 3x4 = Plate Offsets (X,Y)-- [4:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) -0.08 11-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.16 11-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Wind(LL) 0.12 11-14 >999 240 Weight: 147 lb FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-12 oc bracing. WEBS 1 Row at midpt 4-8, 6-8 REACTIONS. (size) 7=0.4-0, 2=0-8-0 Max Horz 2=382(LC 12) Max Uplift 7=-657(LC 12), 2=714(LC 12) Max Grav 7=1004(LC 1), 2=1083(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2081/1349, 3-4=1443/983, 4-5=1026/758, 5-6=1026/758, 6-7=9421767 BOT CHORD 2-11 =-1 512/1871, 10-11=-151211871, 8-10=-991/1277 WEBS 3-11=0/271, 3-10=-699/579, 4-10=-200/458, 4-8=-341/293, 5-8=-449/465, 6-8=-943/1278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4.11 to 1-7-5, Intedor(1) 1-7-5 to 13-0-0, Exterior(21R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 27-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 6) ' This truss,has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. 7) Provide lasing a Digital Signature. mechanical connection"(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=657, 2=714. Printed copies of this document are not considered signed and sealed and the signature.must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 2,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DS049 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 36810 Job Truss Truss Type Qty Ply PALM DRIVE T24871001 77700 B3 Hip 1 1 Job Reference (optional) L,nampers I russ, run: rierce, rL -sag z, ts.4su s dun z duz i nr i ex muusine6, Inc. rn dui au Irzcu1 zuzi rage i ID:d9T_Yp?xj7xktpt8kTHWZaylOdv-5dkARm4Hg_gXFcZKJUnx3OxnD148GRQpOjbjc ystZ4 , -1-4-0 , 7.7-0 7-10.0 15-0-0 20-8-0 26-5-10 27 4-0 Scale = 1:49.8 3x6 _ 5x6 — 3x4 = 3x6 = 5.00 12 4 1920 5 21 6 7 18 5x6 3 12 11 5x8 =3x4 17 13 1 2 1 0 2x3' 11 4x12 -- 2.50 F12 9 8 3x4 11 6x8 = 3x6 7.7-0 13-10-0 15-0-0 20-M 27-4-0 7-7-01 6-3-0 1-2-0 5-8-0 6.8-0 Offsets X Y -- 3:0-3-0 0-3-4 4: -3-0 0-2-4 6:0-3-0 0-2-4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud TCLL 20.0 Plate Grip D L 1.25 TC 0.74 Vert(LL) -0.25 12-13 >999 360 TCDL 7.0 Lumber DO 1.25 Be 0.59 Vert(CT) -0.48 12-13 >684 240 BCLL 0.0 ' Rep Stress I cr YES WB 0.84 Horz(CT) 0.23 8 n/a n/a BCDL 10.0 Code FBC2 201TP12014 Matrix -MS Wind(LL) 0.40 12-13 >809 240 LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 156 lb FT = 20% TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc pudins, BOT CHORD 2x4 SP M 30 *Except- except end verticals. 5-9: 2x4 SP N0.3 BOT CHORD Rigid ceiling directly applied or 4-4-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-10 REACTIONS. (size) 2=0-8-0, 8=040 Max Horz 2=414(LC 12) Max Uplift 2=-706(LC 12) 8= 666(LC 12) Max Grav 2=1083(LC 1), 8=1004(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3562/2578, 3-4=-2 77/1826, 4-5=-179911453, 5-6=1018/824, 6-7=10121826, 7-8=-934/803 BOT CHORD 2-13=-2712/3300, 12-13-2722/3300, 11-12=-1485/1858, 10A1=-819/1061, 5-10=-829/773 WEBS 3-13=0/264, 3-12=-1068 906, 4-12=-972/1247, 4-11=-603/598, 5-11=-757/935, 7-10=-990/1260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (d rectional) and C-C Extedor(2E)-14�11 to 1-7-5, Intedor(1) 1-7-5 to 16.0-0, Extedor(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 26-5-10, Extedor(2E) 26-5-10 to 27.2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer reE ponsible 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 v rater ponding. 5) This truss has been designed for a I O.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and ar y other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by oth rs) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except T=lb) 2=706, 8=666. This item has been electronically signed and sealed by Velez, Joaquin, PE using a, Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 2,2021 ®WARNING - Verify design parameters and R D NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connector . This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designs 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 MI IQ. �° Is always required for stability and to prevent col apse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracir g oftrusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate nstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply PALM DRIVE T24871002 77700 B4 Roof Special 2 -1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:02 2021 Page 1 ID:d9T_Yp?xj7xktpt8kTH WZaylDdv-ZplYe55vRHoOsm8WsBlAccUOE9QO?u9zFNKG8QystZ3 7-U 13-10-0 20-M __23.10-0_ _ 27-4-0 j 7-3-0 6-7-0 6-10-0 3 2-0 3 06 = Scale=1:45.9 I� 2.50112 3x6 3x4 II 4x5 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TIC 0.47 BC 0.61 WB 0.87 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Lid -0.30 10-11 >999 360 -0.58 10-11 >568 240 0.31 6 n/a We 0.43 10-11 >765 240 PLATES GRIP MT20 244/190 Weight: 126 lb FT = 20% LUMBER• BRACING - TOP CHARD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD 2x4 SP M 30 `Except` BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. 4-8: 2x4 SP No,3 WEBS 1 Row at midpt 4-10 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0.8-0, 6=0-4-0 Max Horz 1=204(LC 11) Max Uplift 1=-630(LC 12), 6-631(LC 12) Max Grav 1=1011(LC 1), 6=1011(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=3623/2633, 2-3=-2590/1867, 3-4=-2596/1880, 4-5=-3649/2703, 5-6=-2049/1529 BOT CHORD 1-11=-2389/3352, 10-11=2395/3362, 9-10=-2565/3600, 4-9=-13/254, 6-7=-1334/1843 WEBS 2-10=-1047/904, 3-10=-1005/1577, 4-10=-1272/1113, 5-7=-825/647, 7-9=-1335/1882, 5-9=-1054/1515 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp G; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-10-0, Extedor(2R) 13-10-0 to 16-10-0, Interior(1) 16-10-0 to 27-4-0 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. This item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 Sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 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 T=lb) document are not considered 1=630, 6=631. signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing BVlITek" is always required for stability and to prevent collapse 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?P11 Quality Criteria, DSB49 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 PALM DRIVE r T24871003 77700 D Roof Special Girder 1 1 Job Reference o 8onal �.uamumo r russ, rorr neiue, rL - KV 2, 8.430 s Jun 2 2021 Ivu I ex indusines, Inc. Fri JUI 30 1222:04 202i rage 1 ID:d9T_Yp?xj7xktpt8kTHWZaylOdv-WCQI3n69yv25641v_cLeh 1 ZNwy5aTz6GigpNDJystZ1 -1-4-0 4-9.14 9-0-0 13.10-0 18-8-0 22-0-12 255 8 1- 28-4-0 29-8-0 1 4-0 4.9-14 4-2-2 4.10-0 4-10-0 3-0-12 3 4-12 8 2-2-8 1 4-0 Scale = 1:51.7 4x8 = 2x3 II 4x8 = 4 5 28 6 5.00 12 4x4 2x3 11 7 3 5x8 MT18HS = 3x6 = 8 � 2 10 it 8 17 16 15 14 13 12 3x4 —_2c3 11 2x3 II 3x6 3x8 = 2x3 11 2x3 II 3x4 = 44 = 3x4 = 4-9-14 9-0-0 13_O 18-8-0 22-0.12 25-5-8 -1- 27-M -4 4.9-14 4.2-2 4.10-0 4-10-0 3-4-12 3-4.12 -8 1.6 8 -8 Plate Offsets X - 4:0-5-4 0.2-0 6: 5-4 0-2-0 9:0-4-8 0-2-0 10:0-0-12,0-1-9 10:0-0-12,0-1-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip D L 1.25 TC 0.39 Vert(LL) -0.24 18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOI. 1.25 BC 0.67 Vert(CT) -0.45 18-21 >753 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress I nor NO WB 0.14 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2 20/TP12014 Matrix -MS Wind(LL) 0.41 18-21 >837 240 Weight: 139 lb FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-2-15 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.31-8-4 REACTIONS. (size) 2=0.8-0, 10=0-0.0 Max Horz 2=155(LC 7) Max Uplift 2=744(LC 8), 0=-824(LC 8) Max Grav 2=1083(LC 1), 10=1172(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1886/1105, 34=-1 39/1186, 4-5=-1793/1207, 5-6=-1793/1207, 6-7=-1770/1148, 7-8=-1488/874, 8-9=-13(41772 BOT CHORD 2-18=-881/1694, 17-18= 881/1694, 15-17=-885/1705, 14-15=•837/1638, 13-14=-832/1627, 12-13=-840/1632, 10-1=-651/1336 WEBS 4-17=127/328, 4-15=-9 /298, 5-15=256/236, 6-15=-125/339, 6-14=-113/301, 7-12=-370/280 NOTES- 1) Unbalanced roof live loads have been 2) Wind: ASCE 7-16; Vuit=170rhph (3-se 11; Exp C; Encl., GCpi=0.18; MWFRS ( 3) Building Designer / Project engineer re to the use of this truss component. 4) Provide adequate drainage to prevent 5) All plates are MT20 plates unless othe 6) This truss has been designed for a 10. 7) ' This truss has been designed for a lit will fit between the bottom chord and E 8) Provide mechanical connection (by,ott 2=744,10=824. 9) Hanger(s) or other connection device( 25-5-8 on top chord, and 8 lb down an the responsibility of others. 10) In the LOAD CASE(S) section, loads LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber I dared for this design. gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ;ional); Lumber DOL=1.60 plate grip DOL=1.60 sible for verifying applied roof live load shown covers rain loading requirements speck Ater ponding. Ilse indicated. psf bottom chord live load nonconcurrent with any other live loads. load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide y other members. rs) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) shall be provided sufficient to support concentrated load(s) 34 lb down and 57 lb up at 26 lb up at 26-1-8 on bottom chord. The design/selection of such connection device(s) is to the face of the truss are noted as front (F) or back (B). .25, Plate Increase=1.25 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33810 Date: August 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. �' Design valid for use only with M17`00 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the. building designs must verify the applicability of design parameters and properly incorporate this design Into the overall pp /�t) l building design. Bracing indicated is to prevent uckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVIT ek° Is always required for stability and to prevent toll apse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and trusssystems, see ANSUTP/1 Quality Criterlo, DS"9 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 r Truss Truss Type Qty Ply PALM DRIVE T24871003 77700 D Roof Special Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 3012:22:04 2021 Page 2 ID:d9T Yp?xj7Adpt8kTHWZaylOdv-WCQ13n69yv25641v__cLehlZNwy5aTz6GigpNDJystZ1 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-6=-64, 6-8=54, 8-9=-54, 9-11=-54, 19-22=20 Concentrated Loads (lb) Vert: 12=8(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE. Design valid for use only with MlTeke connectors. This design Is based only upon parameters shown, 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 g� ° �ltOYeIC IVI is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTpl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saroly Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty Ply PALM DRIVET24871004 rHruss 77700 D1 1 1 Job Reference (optional) Nrernuer6 nubs, runt ratnue, M - 5.00 12 19 2 �I1 0 3x4 = 3x4 % 20 3 _- 12 2x3 11 0.431) 5 Jun Z ZUZI MI I eK InaU51ne5, Inc. rn JUI JU 1Z:4Z:U0 ZUZ1 rage 1 ID:d9T Yp7xj7xktpt8kTHWZaylOdv=O_hH77njCAykDs5YJstEE6atMTJCLxPxKZwllystZO 4x6 = 4x6 = 4 21 22 23 5 11 10 9 3x4 = 3x6 3x4 = Scale = 1:48.7 24 3x4 C 6 J!!�25 � 7 I$ 8 2x3 11 3x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip D L 1.25 TC 0.31 Vert(LL) -0.26 8-9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOI. 1.25 BC 0.48 Vert(CT) -0.34 8-9 >976 240 BCLL 0.0 ' Rep Stress I ncr YES WB 0.49 HOr7(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2 20ITP12014 Matrix -MS Wind(LL) 0.22 11-12 >999 240 Weight: 123 lb FT = 20% LUMBER, BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins. BOT CHQRD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-6.0 Max Horz 2=183(LC 11) Max Uplift 7=-635(LC 12) 2=-759(1_C 12) Max Grav 7=1188(LC 18 , 2=1254(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2500/1582, 3-4=-1 01/1275, 4-5=1726/1249, 5-6=-1901/1288, 6-7=-2519/1587 BOT CHORD 2-12=-1382/2393, 11-12 -1382/2393, 9-11=945/1740, 8-9=-1382/2289, 7-8=-1382/2289 WEBS 3-11=736/487, 4-11=-1(iO/478, 5-9=-175/480, 6-9=453/510 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-sec nd gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS ( rectional) and C-C Exterior(2E)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 11-0-0, Exterior(2R) 11-0-0 to 15.2-15, Interior(1) 15.2-15 t 16-8-0, Exterior(21R) 16-8-0 to 20-10-15, Interior(1) 20.10-15 to 27-8-0 zone;C-C for members and forces & MWFRS for rea tons shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer re ponsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to preventrater ponding. 5) This truss has been designed for a 10.( pelf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a liv 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 at y other members, with BCDL = 10.0psf. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Gt=lb) sealed by Velez, Joaquin, PE 7=635, 2=759. using a Digital Signature. Printed copies of this document are riot considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE N0.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. �s Design valid for use only with Mrrek® connector . This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designs building design. Bracing indicated is to prevent buckling must verity the applicability of design parameters and properly incorporate this design Into the overall of Individual' truss web and/or chord members only, Additional temporary and permanent bracing WOW lYYf lt�e�° is always required for stability and to prevent col apse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and brach g 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 nstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871005 77700 D2 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MITek Industries, Inc. Fri Jul 30 12:22:07 2021 Page 1 ID:d9T_Yp7xj7xktpt8kTH WZaylOdv-wn6Rip91 FgQgzXOTtkuLJfBvKAAIgCNiPe21 geystZ_ 6-9-14 13-0-0 14-8-0 , 20-10-2 27-8-0 29-0-0 6-9-14 6-2-2 1-8-0 6-2-2 6-9-14 1 4-0 Scale = 1:48.7 4x5 = 4x5 =_ 3 21 4 12 11 10 9 8 3x4 = 2x3 II 3x6 = 2x3 11 3x4 = 3x4 = 3x4 = 6 9-14 13-M - _- __, 14-11 , 20-10-2 27-8-0 6.9-14 8.2-2 1-8 o 6-2-2 6-9-14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.10 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.19 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.o7 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.14 12-15 >999 240 Weight: 131 lb FT = 20% LUMBER• TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Horz 1=-213(LC 10) Max Uplift 1= 635(LC 12). 6=759(LC 12) Max Grav 1=1022(LC 1), 6=1101(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2130/1509, 2-3=-1481/1140, 3-4=-1307/1119, 4-5=-1480/1126, 5-6=-2130/1500 BOT CHORD 1-12=-1246/1930, 11-12=-1246/1930, 9-11=-726/1307, 8-9=-1259/1917, 6-8=-1259/1917 WEBS 2-12=0/282, 2-11=751/606, 3-11=243/367, 4-9=-231/354, 5-9=-739/591, 5-8=0/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 1370-0, Exterior(2E) 13-0-0 to 14-8-0, Exterior(21R) 14-8-0 to 18-to-15, Interior(1) 18-10-15 to 29-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=635, 6=759. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE N0.68182 MTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® 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 withMTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!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 ANSUYP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE r T24871006 77700 D3 Common 2 1 Job Reference (optional) cnamoers truss, ran varce, FL - 34984, B.430 Is Jun 2 2021 Mi I eK Inaustnes, Inc. Fn Jui 3u 1 z:zz;U6 2021 Page 1 Scale: 1/4"=l' 4x5 = 3 D 12 18 19 2x3 24 \\ 4x6 2 4 5 17 20 1 6 7 I$ 10 21 9 22 8 3x4 = 3x6 = 3x4 = 3x5 = 34 = 9-5.4 18-2-12 27-" 95-4 B-9.7 9-5-4 Plate Offsets X Y -- 1:0-0-10,Edge], 5:0 3-O,Ed e , 6:0-0-10 Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip D L 1.25 TIC 0.42 Vert(LL) -0.18 10-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.37 10-13 >899 240 BCLL 0.0 Rep Stress In r YES WE 0.48 Horz(CT) 0.06 6 rda n/a BCDL 10.0 Code FBC20 0/TP12014 Matrix -MS Wtnd(LL) 0.19 10-13 >999 240 Weight: 120 lb FT = 20% LUMBER, BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-3-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8- Max Horz 1=-225(LC 10) Max Uplift 1=-635(LC 12), =-759(LC 12) Max Grav 1=1156(LC 17), =1223(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2263/1564, 2-3=-20 3/1461, 3-4=-2068/1437, 4-6=-2257/1544 BOT CHORD 1-10=-1282/2219, 8-10= 13/1398, 6-8=-1290/2062 WEBS 3-8=448/899, 4-8=-445/5 6, 3-10=-463/908, 2-10=-450/511 NOTES- 1) Unbalanced roof live loads have been co isidered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-seta d gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (di r ional) and C-C Extedor(2E) D-0-0 to 3-0.0, Interior(1) 3-0-0 to 13-10-0, Extedor(2R) 13-10-0 to 16-10-0, Interior(1) 16-10-0 to 29-0-11 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 lisf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live oad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24-0 wide This item has been will fit between the bottom chord and any other members, with BCDL = 10.Opsf. electronically Signed and 6) Provide mechanical connection (by other ) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed by Velez, Joaquin, PE 1=635, 6=759. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTok USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTak® connectors. This design is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer n iust verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent bu kling of Individual truss web and/or chord members only. Additional temporary and permanent bracing /r 1' � p ITQK Is always required for stability and to prevent calla se with possible personal Injury and property damage. For general guidance regarding the .IV fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , •, ANSIrTP/t Quality Criforla, DSB-S9 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 r Truss Truss Type City Ply PALM DRIVE T24871007 77700 04 Scissor 6 1 Job Reference (optional) cnamoers truss, Fon Fierce, FL - 34952, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:09 2021 Page 1 ID:d9T Yp?xj7xktpt8kTHWZaylOdv-s9DB6VAInRgOCrAsn9wpO4GDLzp182f7syX8tXystYy 7-3-0 13.10-0 20-5-0 27-8-0 29-" 7.3-0 6 7-0 - - 6-7-0 7-3-0 1-0-0 Scale: 1/4"=1' 4x6 = 2.50112 3x8 3x8 = LOADING (psi) SPACING- 2-0-0 csl. DEFL, in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.33 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.6E Vert(CT) -0.63 8-9 >524 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.36 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.45 8-9 >732 240 Weight: 116 lb FT = 20% LUMBER, BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-1 cc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0.8-0, 6=0-8-0 Max Horz 1=235(LC 10) Max Uplift 1=635(LC 12), 6=758(LC 12) Max Grav 1=1022(LC 1), 6=1101(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3671/2598, 2-3=2639/1850, 3.4=-2639/1827, 4-6=-3648/2578 BOT CHORD 1-10=-2272/3397, 9-10=2276/3407, 8-9=-2285/3384, 6-8=-2278/3373 WEBS 3-9=-996/1621, 4-9=-1065/884, 2-9=-1065/907, 2-10=0/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170rnph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-10-0, Extedor(2R) 13-10-0 to 16-10-0, Interior(1)16-10-0 to 29-0-11 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 This item has been will fit between the bottom chord and any other members. electronically Signed and 6) Bearing at joint(s) 1, 6 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify sealed b Velez Joaquin, PE y q capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) using a Digital Signature. 1=635, 6=758. Printed copies Of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119202E BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss -system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Crfferla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safofy lnrormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply PALM DRIVE T24871008 77700 D5 Scissor 3 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 349E 2, 8.430 s Jun 2 2021 MITek Industries, Inc. Fri Jul 30 12:22:10 2021 Page 1 I D:d9T_Yp?xj7xktpt8kTHWZaylOdv-KMnaKgBwYloFq?12KsS2)dpOBN9HtVz85cGhQzystYx 73-0 13-10-0 20-5-0 27-M 73.0 6-7-0 6-7-0 7-3-0 Scale=1:47.4 46 = 3 5 00 12 16 17 3x4 3x4 2 4 7 15 6x8 = 18 N 1 8 6 24 11 2x3 11 5 I$ 2.50 12 3x6 = 3x6 7-3-0 13-10.0 20-5-0 27-8-0 7-3-0 6-7-0 6-7-0 73-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DX 1.25 TC 0.47 Vert(LL) -0.32 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOI 1.25 BC 0.68 Vert(CT) -0.63 7-8 >526 240 BCLL 0.0 Rep Stress I icr YES WE 0.88 Horz(CT) 0.36 5 n/a Na BCDL 10.0 Code FBC2 20/TPI2014 Matrix -MS Wind(LL) 0.46 7-8 >716 240 Weight: 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0- 0 Max Horz 1=-206(LC 10) Max Uplift 1=-638(LC 12) 5=-638(LC 12) Max Grav 1=1024(LC 1), 5=1024(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=3679/2650, 2-3=2(48/1890, 3-4=2648/1907, 4-5=-3679/2649 BOT CHORD 1-8=2396/3405, 7-8=2 02/3415, 6.7=2372/3415, 5.6=-2368/3405 WEBS 3-7=-1040/1629, 4-7=-1 61/901, 4-6=0/251, 2-7=-1044/899, 2-8=0/251 NOTES- 1) Unbalanced roof live loads have been c onsidered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-sec)nd gust) Vasd=132mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (d rectional) and C-C Exterior(2E) 0.0-0 to 3-0-0, Interior(1) 3-0-0 to 13-10-0, Exterior(2R) 13-10-0 to 16-10-0, Interior(1) 16-10.0 27-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.( psf bottom chord live load nonooncurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This item has been 6) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify electronically signed and capacity of bearing surface. sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by oth rs) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) using a Digital Signature. 1=638, 5=638. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 2,2021 ® WARNING - Verify design parameters and RE,D NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTeke connedo S. This design is based only upon parameters shown, and is for an individual building component, not �' a truss system. Before use, the building design must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent uckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mffek° is always required for stability and to prevent col apse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracli ig oftrusses and truss systems, see ANSYTAll Quallly 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 ply Ply PALM DRIVE ' T24871009 77700 GRA Hip Girder 1 1 Job Reference o tional unambers truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:11 2021 Page 1 ID:dgT Yp?xj7xktpt8kTHWZaylOdv-pYLyXACYJ2w6S8KFuazHTVMMnU2c5xlJGOEyPystYw 14.0 3-9-14 7-0-0 10.0-0 13-0-0 16-2-2 1 20-0-0 21-4-0 1 4-0 3.9-14 3-2-2 3-0-0 3-0-0 3-2.2 3-9-14 — 1-" 011 4x8 = 4x8 = 3x5 = 2X3 II 2x3 II 4x8 = 3x4 = 2x3 II 3x5 = Scale=1:37.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.74 BC 0.61 WB 0.26 Matrix -MS DEFL, in (loc) Udefl Ud Vert(LL) 0.24 10-12 >999 240 Vert(CT) -0.24 10-12 , >999 240 Horz(CT) 0.07 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-7 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, 7=0-8-0 Max Horz 2=125(LC 6) Max Uplift 2=-1301(LC 8), 7=1301(LC 8) Max Grav 2=1516(LC 1), 7=1516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3153/2635, 34=3115/2682, 4-5=-2903/2555, 5-6=-3116/2682, 6-7=-3153/2635 BOT CHORD 2-13=2304/2672, 12-13=2304/2872, 10-12=2324/2902, 9-10=-2304/2873, 7-9=-2304/2873 WEBS 4-12=-413/682, 5-10=-413/683 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat, 11; 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 This item has been will fit between the bottom chord and any other members. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=ib) sealed by Velez, Joaquin, PE 2=1301, 7=1301. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 379 lb up at using a Digital Signature. 7-0-0, 152 lb down and 188 lb up at 9-0-12, and 152 lb down and 188 lb up at 10-11-4, and 222 lb down and 379 lb up at 13-0-0 on Printed copies of this top chord, and 371 lb down and 418 lb up at 7-0-0, 85 lb down and 31 lb up at 9-0-12, and 85 lb down and 31 lb up at 10-11-4, and document are not considered 371 lb down and 418 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of signed and sealed and the others, 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signature must be Verified on any electronic copies. LOAD CASE(S) Standard Joaquin Velez PE No.68182 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MTek USA, Inc. FL Cart 6634 Uniform Loads (plo 6904 Parke East Blvd. Tampa FL 33610 Vert: 1-4=-54, 4-5=-54, 5-8=-54, 14-17=-20 Date: August 2,2021 NEU WARNING -Verify 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 MTek® connectors. This design Is based only upon parameters. shown, and Is for an Individual building component, nota wit 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 nlliTek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSI/IrPif Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SartWinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss U' Truss Type Qty Ply PALM DRIVE ° T24871009 77700 G Hip Girder 1 1 Job Reference (optional) c:namoers I fuss, I-ort Fierce, FL - 34982,1 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:112021 Page 2 I D:d9T_Yp4xj7xktpt8kTH WZaylOdv-pYLyXACYJ2w6SBKFuazHT VMVInU2c5)dJGOEyPystYw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-155(8) 5=-155(B) 12=371(B) 10=371(B) 20=-110(B) 21=-110(B) 22=-66(B) 23=-66(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119202O BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �' a truss System. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addfllonal temporary and permanent bracing Tp.'k° MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I VIf l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1171"I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sofetyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871010 77700 GRAT ATTIC GIRDER 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:13 2021 Page 1 I D:d9T_Yp?x)7xktpt8kTH WZaylOdv-IxTiys Dorg 9ghSUdO??IYwRs 1 b624t9anaVLOlystYu B-1.13 -1.4-0 3-5.13 6.3•t4 11-1 9.9.10 13.7-6 16-9-5 19.11-4 -8• 22.4'12 25.6-0 26.10-0 1-A-0 3.5.13 2-10.1 6- 1-1-14 1-7-13 3-9-12 3-1-15 3.1-16 1 1.10.12 3.1.4 1-4-0 Scale: 1/4"=1' 45 = 2x3 II 2x3 II 29 3x6 = 309 10 4 N �I1 27 Zu its 17 16 4x4 = 5x6 = 3x8 II 3x10 = 3x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.18 18-20 >999 360 MT20 , 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.33 18-20 >723 240 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.04 16 n/a n/a BCDL 10.0 Code FBC2020lTPl2014 Matrix -MS Wind(LL) 0.16 20 >999 240 Weight: 151 lb FT = 20% LUMBER, BRACING - TOP CHQRD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc pudins. BOT CHQRD 2x4 SP M 30 `Except` BOT CHORD Rigid ceiling directly applied or 5-0-4 oc bracing. 2-19: 2x6 SP No.2, 9-16: 2x4 SP No.3, 16-19: 2x6 SP 240OF 2.0E WEBS 1 Row at micipt 6-23 WEBS 2x4 SP No,3 `Except' 7-18,8-17: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 16=0-7-4, 12=0-3-8 Max Horz 2=138(LC 7) Max Uplift 2=-461(LC 26), 16=-746(LC 8), 12=511(LC 8) Max Grav 2=1251(LC 14), 16=1009(LC 2), 12=574(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2796/672, 3-4=-2351/461,4-5=-2131/462, 5-6=-767/294, 6-7=-698/291, 7-8=-918/372, 8-9=-918/372, 9-10=796/344, 10-11=-854/352, 11-12=-949/615 BOT CHORD 2-21=-634/2669,20-21=634/2669,18-20=-348/2154,17-18=-329/2094,15-16=-824/707, 9-15=-132/331, 14-15=-463/847, 12-14=-463/847 WEBS 3-20=-576/321, 4-20=-26/507, 18-23=44/918, 7-23=-330/127, 15-17=-271/1222, 5-22=-1457/241, 22-23=-1436/240, 17-23=-1624/202, 11-15=•152/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown avers rain loading requirements specific This item has been to the use of this truss component. electronically Signed and 4) 200.01b AC unit load placed on the top chord, 10-0-0 from left end, supported at two points, 4-0-0 apart. Sealed by Velez, Joaquin, PE 5) Provide adequate drainage to prevent water ponding. 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 2-0-0 wide document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 9) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-22, 22-23 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 18-20 signature must be verified 9 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) on any electronic copies. 2=461, 16=746, 12=511. Joaquin Velez PE No.68182 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 162 lb down and 353 lb up at MiTek USA, Inc. FL Cbrt 6634 20-6-0 on top chord, and 161 lb down and 183 lb up at 20-5-4 on bottom chord. The design/selection of such connection device(s) 8904 Parke East Blvd, Tampa FL 33610 is the responsibility of others. Date: 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. August 2,2021 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). RU=unuetp ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only wfth MTeke connectors. This design is based only upon parameters shown, 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 ANSUiP/t Quality Criteria, DSB-99 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 PALM DRIVET24871010 77700 GRAT ATTIC GIRDER T6F-Ply 1 Job Referenceo tional Ghamners I runs, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MI I eK Inaustne6, Inc. Fn Jul 3U 12:22:13 2021 Page 2 ID:d9T Yp?xj7xktpt8kTHWZaylOdv-IxTiysDorgBghSUdO??IYwRslb624t9anaVLOlystYu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-64, 5-6=-54, 6-10=-54, 10-13=-54, 2-20=-20, 18.20=30, 16-18=-20, 15-26=-20, 5-23=-10 Concentrated Loads (lb) Vert: 10=-115(B) 5=-100 29=-100 31=104(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 buckling of Individual truss web and/or chord members only. Additlonal temporary and permanent bracing prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/1 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnfarmandon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871011 77700 GRB Half Hip Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 34982, 8.430 Is Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:15 2021 Page 1 ID:d9T Yp?xj7xktplBkTHWZaylOdv-hJbSNYF3NHRYwmdO7Q1DeLW6lOpCYkwtEu_S5AystYs -14-0 3 9-14 7-0-0 8 4-0 13.8 0 18-8-0 23-0-0 27-4-0 14-0 3-9-14 3-2-2 1-4-0 5-2-0 5-2-0 4-0-0 4-" 7x8 MT18HS 5.00 12 3x4 = 3x10 = 5 23 24 256 26 3x4 = 5x8 MT18HS WB = 27 28 Scale = 1:49.1 5x10 = 48 = 9 Y9 10 17 1W 10 lr is 35 is 36 11 4x6 = 2x3 11 7xl0 = 3x4 11 3x4 11 6x10 = 5x6 11 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 0.99 BC 0 W Matrix -MS DEFL. in Vert(LL) 1.18 Horz(CT) 0.49 (loc) I/deft Ud 15 >277 240 11 n/a n/a PLATES GRIP MT20 2441190 244/1909 Weight: 163 lb FT = 20% LUMBER• BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 30 'Except* BOT CHORD Rigid ceiling directly applied or 3-7.0 oc bracing. 14-16: 2x6 SP 240OF 2.0E WEBS 1 Row at midpt 6-16, 6-14 WEBS 2x4 SP No.3 *Except* 16-18,4-16,12-14,9-14,10-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-4-0, 2=0-8-0 Max Horz 2=231(LC 8) Max Uplift 11=-1734(LC 8), 2=-1676(LC 8) Max Grav 11=2405(LC 1), 2=2159(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4879/3640, 3-4=-4717/3626, 4-5=-8568/6572, 5-6=-8896/6811, 6-8=-8747/6337, 8-9=8444/6127, 9-10=2854/2055, 10-11 =-2259/171 1 BOT CHORD 2-19=3470/4467, 18-19=3470/4467, 17-18=-328/404, 15-16-7724110544, 14-15=7724/10544,8-14=-355/373,12-13=-299/421 WEBS 3-18=-364/288, 4-18=-3884/2989, 16-18=-4669/6004, 4-16=-499516644, 6-16=-1785/983, 6-15=387/71% 6 14=1871/1445, 12-14=1853/2569, 9-14=-434115958, 9-12=-2608/2050, 10-12=-2488/3456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. This item has been 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 sealed by Velez, Joaquin, PE to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 5) All plates are MT20 plates unless otherwise indicated. Printed Copies of this 6) The Fabrication Tolerance at joint 16 = 4%, joint 4 = 12% document are not considered 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide signature must be verified will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) on any electronic copies. 11=1734, 2=1676. Joaquin Velez PE No.68182 MiTsk USA, Inc. FL Cort 6634 8904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Wake connectors. This design is based only upon parameters shown, 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 v building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job Truss Truss Type Qty Ply PALM DRIVE T24871011 77700 GRQ Half Hip Girder 1 1 Job Reference (optional) l;namoere I russ, tort Fierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:15 2021 Page 2 ID:d9T Yp?xj7xktpt8kTHWZaylOdv-hJbSNYF3NHRYwrnd07Q1DeLW6IOpCYkwtEu_S5AystYs NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 379 lb up at 7-0-0, 73 lb down and 53 lb up at 11-0-12, 73 Ito down and 53 lb up at 13-0-12, 73 Ib down and 53 lb up at 15-0-12, 73 lb down and 53 lb up at 17-0-12, 152 Ito down and 188 lb up at 19-0-12, 157 lb down and 188 Ito up at 21-0-12, 157 lb down and 188 lb up at 23-0-12, and 157 lb down and 188 Ito up at 25-0-12, and 137 lb down and 183 Ito up at 27-2-4 on top chord , and 371 Ito down and 418 lb up at 7-0-0, 236 lb down and 2021b up at 9.0-12, 203 lb down and 155 lb up at 11-0-12, 203 lb down and 155 lb up at 13-0-12, 203 lb down and 155 lb up at 15-0-12, 203 lb down and 155 Ito up at 17-0-12, 85 lb down and 31 lb up at 18-9-12, 85 lb down and 31 lb up at 21-0-12, 85 lb down and 31 lb up at 23-0-12, and 85 lb down and 31 lb up at 25-0-12, and 99 lb down and 24 lb up at 27-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10--54, 17-20=-20, 14-16=-20, 11-13=-20 Concentrated Loads (lb) Vert: 10=129(B) 11=-73(8) 8=11 O(B) 18=-371(B) 4=155(B) 14=-66(B) 9= 11 O(B) 12=-66(B) 28=11O(B) 29=-11O(B) 30=236(B) 31=-203(B) 32=-203(B) 33=-203(B)34=203(B)35=-66(8)36=-66(B) ® 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 andlor chord members only. Additional temporary and permanent bracing M!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 oftrusses and truss systems, see ANSYMI Quality Criteria, DSB-69 and BCS/ Building Component 6904 Parke East Blvd. Safety li.ation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply PALM DRIVE T24871012 77700 GRD Roof Special Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MITek Industries, Inc. Fri Jul 30 12:22:17 2021 Page 1 ID:d9T Yp?xj7xktpt8kTHWZaylOdv-diiDoEGJuuhFA3nOFr4hjmcxvCSROt7AiCTZ93ystYq 14-0 , 3-9-14 7-0-0 11-7 4 16-0-12 20 8-0 24-10-0 25 6 p 28 4-0 29 8 0 1.4-0 ' 3 9.14 3-2-2 4-7-4 — — I 4-5-8 4-7 4 4-2-0 2-10-0 1.4-0 5.00 12 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 5x8 MT18HS = 2x3 11 2x3 11 28 295 30 31 32 6 33 34 5x8 MT18HS = lu 10 35 36 lr 37 16 38 16 39 40 14 14 Te 2x3 II 2x3 II 3x5 = 5x8 MT18HS = 4x4 = 2x3 11 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020rrP12014 REACTIONS. (size) 2=0.8-0, 10=0-8-0 Max Horz 2=125(LC 24) Max Uplift 2=-1749(LC 8), 10=1786(LC 8) Max Grav 2=2147(LC 1), 10=2202(LC 1) Scale = 1:51.7 6x8 3x8 = 2x3 I I 5x8 11 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.69 Vert(LL) 0.5615-17 >604 240 MT20 244/190 BC 0.93 Vert(CT)-0.5815-17 >584 240 MT18HS 2441190 WB 0.92 Horz(CT) 0.16 10 n/a n/a Matrix -MS Weight: 129 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 3-6-7 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4746/3762, 3-4=-4702/3820, 4-5=-5513/4423, 5-6=-5513/4423, 6-7=-5513/4423, 7-8=-4691/3783, 8-9=4537/3634, 9-10=3526/2727 BOT CHORD 2-19=-3344/4335, 18-19=-3344/4335, 17-18=-3366/4364, 15-17=-4192/5513, 14-15=-3336/4339,13-14=-3317/4311,12-13=-2393/3216,10-12=-2337/3156 WEBS 4-18=-441/619, 4-17=996/1482, 5-17=541/538, 6-15=-543/541, 7-15=-1018/1497, 7-14=394/614, 8-13=-1909/1625, 9-12=582/605, 9-13=2020/2413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170rhph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1749, 10=1786. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(a) 222 lb down and 379 lb up at 7.0-0, 152 lb down and 188 lb up at 9-0-12, 152 Ito down and 188 lb up at 11-0-12, 1521b down and 188 lb up at 13-0-12, 152 lb down and 188 lb up at 14-7-4, 152 lb down and 188 lb up at 16-7-4. and 152 lb down and 188 lb up at 18-7-4, and 222 lb down and 379 lb up at 20-8-0 on tap chord, and 371 lb down and 418 lb up at 7-0-0, 85 lb down and 31 lb up at 9-0-12, 85 lb down and 31 lb up at 11-0-12, 85 Ito down and 31 lb up at 13-0-12, 85 lb down and 31 lb up at 14-7-4, 85 lb down and 31 lb up at 16-7-4, and 85 lb down and 31 lb up at 18-7-4, and 371 lb down and 418 lb up at 20-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE NO.68182 MITek USA, Inc. FL Cert6634 6904 Parke East Blvd, Tampa FL 33810 Date: August 2,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. �' Design valid for use only with Make connectors. This design is based only upon parameters shown, 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 iVliTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply PALM DRIVE T24871012 77700 GR4 Roof Special Girder 1 1 Job Reference (optional) Chambers Truss, Fort Pierre, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 3012:22:17 2021 Page 2 ID:d9T Yp?xj7xktpt8kTHV12aylOdv-diiDoEGJuuhFA3nOFr4hjmcXvCSR0f7AiCTZ93ystYq LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-7=-54, 7-8=-54, 8-9=54, 9-11=-54, 20-23=-20 Concentrated Loads (lb) Vert:4=-155(F) 7=-155(F) 18=-371(F) 14=-371(F) 28=-110(F) 29=-11O(F) 30=-11O(F) 32=-11O(F) 33=110(F) 34=-110(F) 35=-66(F) 36=-66(F) 37=-66(F) 38=-66(F) 39=66(F) 40=-66(F) ® 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 trues 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 and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIf Quality Criteria, DS849 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 PALM DRIVE T24871013 77700 GRP HIP GIRDER 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 3012:22:19 2021 Page 1 ID:d9T_Yp?xj7xktpt8kTHWZaylOdv-a4gzDvIZQWX¢PNxnMF69oBhp8?91 UdLT9WygExystYo -1.4-0 5-0-0 10-4-9 15-7-7 21-0-0 26-0-0 27A-0 14-0 5-0.0 5-4-9 5-2-13 5A-9 "_0 14-0 5x8 MT18HS = Scale = 1:47.1 4x4 = 4x4 = 5.00 f12 3 20 21 22 4 23 24 25 26 27 5 5x8 MT18HS = 28 29 30 6 10 31 32 " 33 11 34 35 lu 36 37 - 3x10 = 4x4 = 5x8 MT18HS = 2x3 11 4x4 = 3x10 = 24 11 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 FBC2020ITP12014 CSI. TC 0.90 BC 0.86 WB 0.68 Matrix -MS DEFL. in (loc) Ildefl Ud Vert(LL) 0.88 10-12 >354 240 Vert(CT) -0.60 10-12 >521 240 Horz(CT) -0.21 7 n/a file PLATES MT20 MT18HS Weight: 110 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-6-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-13, 5-9 REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=96(LC 24) Max Uplift 2=-2075(LC 8), 7=2075(LC 8) Max Grav 2=1623(LC 1), 7=1623(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3547/4464, 3-4=-3294/4252, 4-5=-4938/6372, 5.6=3294/4252, 6-7=-3547/4464 BOT CHORD 2-13=-3986/3231, 12-13=6192/4938, 10-12=-6192/4938, 9-10=-6192/4938, 7-9=-3986/3231 WEBS 3-13=12561922, 4-13=-1831/2288, 4-12=-372/329, 5-10=-372/329, 5-9=-1831/2288, 6-9=-12561922 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=170ntph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCID L=3.0psf; h=15ft; 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. This item has been 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Velez, Joaquin, PE Will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) using a Digital Signature. 2=2075, 7=2075. Printed copies of this 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)186 lb down and 344 lb up at document are not considered 5-0-0, 65 lb down and 146 lb up at 7-0-12. 65 lb down and 146 lb up at 9-0.12, 65 lb down and 146 lb up at 11-0-12, 65 lb down signed and sea led and the and 146 Ib up at 13-0-0, 65 lb down and 146 lb up at 14-11-4. 65 lb down and 146 Ib up at 16-11-4, and 65 lb down and 146 lb up signature g nature must e verified at 18-11-4, and 186 lb down and 344 lb up at 21-0-0 on top chord, and 112 lb down and 160lb up at 5-0-0, 44 lb down and 71 lb up at 7-0-12, 44 lb down and 71 lb up at 9-0-12, 44 lb down and 71 lb up at 11-0-12, 44 lb down and 71 lb up at 13-0-0, 44 lb on any electronic copies. down and 71 lb up at 14-11-4, 44 lb down and 71 lb up at 16-11-4, and 44 lb down and 71 lb up at 18-11-4, and 112 lb down and Joaquin Velez PE No.68182 160 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. MiTek USA, Inc. FL Cart 6034 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 BEFORE USE. Design valid for use only with MlTeke connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSYTP/f Quality Criteria, DSBA9 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnadon available from Truss Plate Institute, 2870 Crain Highway, Suae 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871013 77700 GRP HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:19 2021 Page 2 ID:d9T_Yp7xj7Adpt8kTHWZaylOdv-a4gzDvIZQWxzPNxnMF69oBhp8791 UdLT9WygExystYo LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3.6=-54, 6-8=-54, 14-17=-20 Concentrated Loads (lb) Vert: 3=-139(F) 6=-139(F) 13=-104(F) 9=104(F) 21=-54(F) 22=-54(F) 23=-54(F) 25=-54(F) 27=-54(F) 28=-54(F) 29=-54(F) 31=-44(F) 32=-44(F) 33=44(F) 34= 44(F) 35=-44(F) 36=-44(F) 37=-44(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119=20 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 verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSYMI Quality Criteria, OSS49 and SCSI Building Component 69o4 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 PALM DRIVE T24871014 77700 HV20 Valley 1 1 ]Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:20 2021 Page 1 ID:d9T Yp?xj7xktpt8kTHWZaylOdv-2HOLQFJBBp3g1XWzwzdOLPD3iPdODC2cOAhDmOystYn i 9-10.8 IQ -ire 20-0.0 9-10-8 0-3 9<10-8 Scale = 1:31.6 4x4 = 3x4 -;�- 9 8 7 6 3x4 2x3 II 3x6 = 2x3 II 2x3 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20,0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 71 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. All bearings 20-0-0. (lb) - Max Horz 1=138(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-328(LC 12), 9=-328(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 5, 7 except 6=443(LC 18), 9=443(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-321/470, 2-9=-321/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph: TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 10-0-0, Extedor(2R) 10-0-0 to 13-0.0, Interior(1) 13-0-0 to 19-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 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, 5, 7 except Qt=lb) 6=328, 9=328. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Quality Criteria, DSB.89 and SCSI 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 pry, Ply PALM DRIVE T24871015 77700 J1 JACK -OPEN 17 1 Job Reference (optional) UnamberS Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:21 2021 Page 1 I D:d9T_Yp?xJ7Adpt8kTHWZaylOdv-WrykebKpy7Bheh5AUgBdtcmGkpl syhTmdgRmlgystYm -1.4-0 1-M 1-4-0 1-M 3x4 = LOADING (psi) SPACING- 2-0-0 CsL DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0100 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wind(ILL) -0.00 5 >999 240 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=78(LC 12) Max Uplift 3=-2(LC 1), 2=230(LC 12), 4=14(1_13 1) Max Grav 3=21(LC 12), 2=164(LC 1), 4=46(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:6.7 PLATES GRIP MT20 2441190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16: Vult=170rnph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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. 1 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=230. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66162 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use onlywHh 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 verily 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 nn l�r oTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSr?P/1 Quality Criteria, DSS49 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty]Ply PALM DRIVE T24871016 77700 J3 JACK -OPEN 16 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 Mrrek Industries, Inc. Fn Jul 3U 1222:22 2021 Page 1 IDAGIT_Yp7xj7xktpt8kTHWZay]Cdv _fW6rxKSIRJYGrgM1 OfsQgJRUDlvh8jvrUAKrGystYl -1-4-0 ,_ — 3-M 1-" -- — 3-0-0 - 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.02 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.40 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 SIP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=128(LC 12) Max Uplift 3=-68(LC 12), 2=265(LC 12), 4=-53(LC 9) Max Grav 3=60(LC 1), 2=201(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:10.9 PLATES GRIP MT20 244/190 Weight: 12 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf-, BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (directional) and C-C Extedor(2E)-1-4.11 to 1-7-5, Interior(1) 1-7-5 to 2-11-4 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) 3, 4 except (jt=11c) 2=265, This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5I192020 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 ■■��YY 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 ANS11TP11 Quality Crkerla, DSE"9 and SCSI Build/ng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job as Truss Type Qty, Ply PALM DRIVE T24871017 77700 J5 JACK -OPEN 19 1 Job Reference (optional) t;namoers truss, On VarCe, FL - 34992, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:22 2021 Page 1 ID:d9T Yp7xj7xktpt8kTHWZaylOdv_fW6rxKSjRJYGrgM1ofsQgJSgDH5h8jvrUAKrGystYl 1 4-0 5-0-0 Scale = 1:15.0 5-0-0 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8] [2:0-0-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.15 4-7 >397 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 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 FBC2020/TPI2014 Matrix -MP Weight: 19 lb Fr = 20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 DO pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=178(LC 12) Max Uplift 3=-130(LC 12), 2=331(LC 12), 4=-99(LC 12) Max Grav 3=108(LC 1), 2=268(LC 1). 4=84(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4.11 to 1-4-3, Interior(1) 14-3 to 4-114 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) 4 except (jt=lb) 3=130, 2=331. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Csrt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. e� Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �' a truss system. Before use, the building.designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlf Quality CrUeria, DSB-89 andBCSI Building Component 6904 Parke East Blvd. Serety 1Mormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871018 77700 J7 Jack -Open 18 1 Job Reference o tional t;namaers I russ, ton Hierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:23 2021 Page 1 ID:d9T YpTxj7AOpt8kTHWZayIDdv-Ss3U2HL4UkRPt EYb5B5ylraJcdEQbz348MNjystYk -1-4-0 7-0-0 1-4-0 7-M 3x5 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.08 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.18 4-7 >471 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.19 4-7 >429 240 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=229(LC 12) Max Uplift 3=-173(LC 12). 2=-253(LC 12), 4=-11(LC 12) Max Grav 3=173(LC 17), 2=339(LC 1), 4=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:19.0 PLATES GRIP , MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170rhph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4.11 to 1-7-5, Intedor(1) 1-7-5 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 nohconcurrent 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 Ut=lb) 3=173, 2=253. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33810 Date: August 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/192020 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 ■■��YY building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871019 77700 J7C Jack -Open 1 1 Job Reference (optional) cnamoers 1 mss, ran t-lerce, I-L - 34aaz, 6.43o s Jun 2 2021 mi I ek Industries, Inc. Fri Jul 30 12:22:24 2021 Page 1 ID:dgT Yp7xj7xktpl8kTHWZaylOdv-w2dsGdMiF2ZGV8p19piKVFOnjOxCgziCJofQvgystYj 1 4-0 1-10-0 2 8 0 3-0-0 , 5 4-0 7-0-0 14-0 1-10-0 0-10-0 0.8-0 2-0-0 1-8-0 1 1.5" ULS 3x4 = Scale=1:19.3 0 6 N O O LOADING (psf) SPACING- 2-0-0 CsL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.09 10 >964 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.18 10 >464 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.00 • 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wtnd(LL) 0.21 10 >392 240 Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=229(LC 12) Max Uplift 6=182(LC 12), 2=250(LC 12) Max Grav 6=267(LC 17), 2=350(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=745/766 BOT CHORD 3-9=1093/930, 8-9=-1087/924 WEBS 5-8=-488/499, 4-8=-1010/1188 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-11 to 1-10-0, Intefior(1) 1-10-0 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. 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 (jt=lb) electronically signed and 6=182, 2=250. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 2,2021 -- ® WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ray. 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 paramelers and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/f Qua1W Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety 1Mormaflon- available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871020 77700 JA5 Jack -Open 1 1 ' Job Reference (optional) c;namoers i cuss, t-ort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:25 2021 Page 1 ID:d9T YP?xj7xktpt8kTHWZaylodv-OEBETZNKOMh7710xjWDZ2SxOJQN9tVTLYSP_SbystYI 1-4-0 0-11-1 , 1-7-1 5-8-0 1-4-0 0-11-1 0$-0 4-0-15 3x4 = Scale=1:15.0 I17 0 �OJ, ry 7 N O O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.03 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.07 6-9 >979 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 - 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MR Wind(ILL) 0.03 6-9 >999 240 Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD REACTIONS. (size) 5=Mechanical, 2=1-4-0, 6=Mechanical Max Horz 2=178(LC 8) Max Uplift 5=-126(LC 8), 2=168(LC 8), 6=1(LC 5) Max Grav 5=139(LC 36), 2=326(LC 36), 6=98(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-8-0 oc purlins. 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 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) 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) 6 except Qt=lb) 5=126, 2=168. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 124 lb up at 0-11-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4= 54, 4-5=54, 6-7=-20 Concentrated Loads (lb) Vert: 8=32 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5119f2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITeK• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/1 Quality Criteria, DS849 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 Oty Ply PALM DRIVE T24871021 77700 JC7 Jack -Open 4 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34902, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:26 2021 Page 1 ID:d9T Yp7xj7xktpt8kTHWZaylOdv-sRldhJNynfp ISz7GEkoagT6ogbOcu8Vm68X_1ystYh L 1-0-0 2.8-0 3 8-0 5-0-0 7.0.0 1-0-0 2.8-0 1-0-0 1-0-0 2-0-0 Scale=1:19.3 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 0.56 Vert(LL) -0.12 10 >673 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.27 10 >311 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) -0.10 7 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Wind(LL) 0:31 10 >273 240 Weight: 30 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 No.3 BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0, 7=Mechanical Max Harz 2=229(LC 12) Max Uplift 6=-46(LC 12), 2=-248(LC 12), 7=-135(LC 12) Max Grav 6=38(LC 17), 2=358(LC 1), 7=233(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-6581731 BOT CHORD 4-9=897/733, 8-9=-897/733 WEBS 5.8=-8061987, 5-9=-279/295 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4.11 to 1-6-10, Interior(1) 1-6-10 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, This item has been 6) Provide, mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Ut=lb) electronically signed and 2=248, 7=135. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. ° Design valid for use only with MTeks connectors. This design is based only upon parameters shown, and is for an Indlvdual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' IV90 1 e�° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB•e9 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 Oily Ply PALM DRIVE T24871022 77700 KJ5 DIAGONAL HIP GIRDER 3 1 Job Reference (optional) unamoers I russ, ron Nierce, FL - 34982, 6.430 s Jun 2 2UZ1 MI I eK Industries, Inc. Fri Jul 30 12:22:27 2021 Page 1 ID:d9T Yp?xj7xktpt8kTHWZaylOdv-LdJ?ufOaYzldMcYJgxF17tOKVE1mLOye?lu5WUystYg -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 cSl. DEFL, in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.23 4-7 >365 240 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.17 4-7 >480 240 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 CHQRD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=D-4-9, 4=Mechanical Max Horz 2=176(LC 8) Max Uplift 3=161(LC 8), 2=-381(LC 8). 4=-130(LC 5) Max Grav 3=161(LC 1), 2=380(LC 1), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:17.3 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% Structural wood sheathing directly applied or 6-0.0 Do pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170Mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; 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 nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except 0=1b) 3=161, 2=381, 4=130. 7) Hanger(s) or other connection device(s) Shall be provided sufficient to support concentrated load(s) 115 lb down and 61 lb up at 1-6-1, 115 lb down and 61 lb up at 1-6.1, and 40 lb down and 84 lb up at 4-4-0, and 40.lb down and 84 lb up at 4-4-0 on top chord, and 114 lb down and 37 lb up at 1-6-1, 114 lb down and 37 lb up at 1-6-1, and 17 Ib 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: 11=-11(F=-5, 8=5) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 2,2021 ® WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mil-7473 rev, 5/192020 BEFORE USE. -- Design valid for use only with MITeka connectors. This design Is based only upon parameters shown, 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 Indivldual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Tplf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parkrk e East Blvd. Safety lnformatlon available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 3ast Tampa, Job Truss Truss Type city Ply PALM DRIVE T24971023 77700 KJ7 DIAGONAL HIP GIRDER 5 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:28 2021 Page 1 ID:d9T Yp?xj7Adpt8kTHWZaylOdv-pptN6 PCJH4h_m7WOemGfSZWmdNE4mKoEPde2wystYf L 1-10-10 5-2.9 9-10.1 1-10-10 5-2-9 4-7-8 Scale = 1:22.3 N 3x4 = Zxa 11 5 3x4 = ' 5-2.9 ' 4-7-8 ' LOADING (psfi SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.11 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 ' Rep Stress Inor NO WB 0.38 Horz(CT) -O.o1 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 41 Ito FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-4-3 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=227(LC 8) Max Uplift 4=154(LC 8), 2=-426(1_C 8), 5=-359(LC 5) Max Grav 4=121(LC 1), 2=518(LC 1), 5=334(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-859/825 BOT CHORD 2-7=-8771799, 6-7=-877/799 WEBS 3-7=248/278, 3-6=-850/933 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 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 lost bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=154, 2=426, 5=ass. This item has been 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 61 lb up at electronically signed and 1-6-1, 115 lb down and 61 lb up at 1-6-1, 40 lb down and 84lb up at 4-4-0, 40 lb down and 84 Ib up at "-0, and 66 lb down and sealed by Velez, Joaquin, PE 154 lb up at 7-1-15, and 66 lb down and 154 lb up at 7-1-15 on top chord, and 53 lb down and 37 lb up at 1-6-1, 53 lb down and 37 using a Digital Signature. lb up at 1-6-1, 17 lb down and 61 lb up at 4-4-0, 17 lb down and 61 lb up at 4-4-0, and 35 lb down and 114lb up at 7-1-16, and 35 lb down and 114 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Printed Copies Of this 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) on any electronic copies. Vert: 1-4=-54, 5-8=-20 Joaquin Velez PE No.68182 Concentrated Loads lob) MiTek USA, Inc. FL Cart 6634 Vert: 13=64(F=-32, B=-32) 15=-11(F=-5, B=-5) 16=-71(F=-35, B=35) 6904 Parise East Blvd, Tampa FL 33610 Date: August 2,2021 ® 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 Mn'sk® connectors. This design Is based only upon parameters shown, 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 budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 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 PALM DRIVE T24871024 77700 KJA Diagonal Hip Girder 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 3U 12:22:29 2021 Page 1 ID:d9T_Yp9xj7xktpt8kTH WZaylOdv-HORIJKOr4aCYcviiyMHVC15fvl niplSxS3NBbMystYe -1-10-10 1-2-14 1-10-10 1-2-14 Scale = 1:6.4 (3)- 0.131 x3.5" TOENAILS 5x6 = Plate Offsets (X,Y)— [2:0-3-4,Edde) LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.44 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-P Weight: 7 lb FT = 20% LUMBER• BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-2-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=1-2-14, 2=1-2-14, 4=1-2-14 Max Horz 2=73(LC 12) Max Uplift 3=-47(LC 1), 2=-323(LC 12) Max Grav 3=100(LC 12). 2=231(LC 1), 4=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone;C-C for members and forces & MWFRS.for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to Wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 3) Building Designer! Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) This item has been 2=323, electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 bet 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 oftrusses and truss systems, see . I ANSVrPH Quality Criteria, DS"9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type qty Ply PALM DRIVE T24871025 77700 KJD Diagonal Hip Girder 1 1 Job Reference (optional) t:namoers I cuss, Fort Tierce, FL - 34962, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:30 2021 Page 1 ID:d9T_Yp?xj7xktpt8kTHWZaylOdv-IC77 WgRTruKPD3HuV3pklWetgR6BYli5hj617pystYd -1-10-10 3-0-12 1-10-10 3-0-12 sxq LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(L-) -0.00 8 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD REACTIONS. All bearings Mechanical except Qt=length) 2=1-10-10. 5=D-3-8. (lb) - Max Horz 2=106(LC 24) Max Uplift All uplift 100 lb or less atjoint(s) 3, 4, 5 except 2=-288(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 3, 2, 4, 5 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.9 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 3-0-12 0o pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5 except (jt=lb) 2=288. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 61 lb up at 1-6-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-6=-20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51192020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17P11 Qualliv Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job , Truss Truss Type Qty Ply PALM DRIVE T24871026 77700 MV2 Valley 2 1 Job Reference (optional) cnamoers I russ, I-ort Fierce, FL : 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 3012:22:30 2021' Page 1 ID:d9T Yp7xj7xktpt8kTHWZaylOdv-IC77WgRTruKPD3HuV3pklWeuER6eYli5hj6l7pystYd 2-0-0 2-0.0 Fnn171 3x4 Scale = 1:6.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 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 Hcrz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER, BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 Do purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=32(LC 12) Max Uplift 1=-23(LC 12), 2=-40(LC 12) Max Grav 1=47(LC 1), 2=36(LC 17), 3=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 0834 6904 Parke East Blvd. Tampa FL 33810 Data: August 2,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mrreke connectors. This 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 �''��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 ANSYrP11 quality Crfterfa, DS"9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply PALM DRIVE T24871027 77700 MV4 Valley 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 3x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 TCDL 7.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020ITPI2014 Matrix-P LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=79(LC 12) Max Uplift 1=-66(LC 12), 3-88(LC 12) Max Grav 1=116(LC 1), 3=120(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Jun 2 2021 MiTek Industries, Inc: Fri Jul 30 12:22:31 2021 Page 1 ID:d9T Yp7xj7xktpt8kTHWZaylOdv-DOYWkOR5bCSGrDs53nKzHjBySrOKHCyEwNsifFystYc Scale=1:11.1 3x4 11 DEFL. in (loc) Well Ltd PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 20.0paf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 Mi rok USA, Inc. FL Cort 6634 8904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �lg IM11T�.�° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIyTP/f Quality Criteria, DSB49 and 13CSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 2D3 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871028 77700 MV6 Valley 1 1 Job Reference o tional Chambers Truss, Fort Pierce; FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:32 2021 Page 1 Ib:d9T_Yp?xj7xktpt8kTHWZaylOdv-hb6uxMSJMVa7TNRHdUrCgxjB3FnIOd?N91 bsBhystYb 6-0.0 6-0-0 3x4 II 3x4 % 2x3 II 3x4 II Scale: 3/4"=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 FBC2020rTP12014 CSI. TIC 0.31 BC 0.11 WB 0.14 Matrix-P DEFL. in (loc) I/deft Ud Vert(LL) n/a rile 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 2441190 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 purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-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=129(LC 12) Max Uplift 4=-64(LC 12), 5=-183(LC 12) Max Grav 1=56(LC 1), 4=87(LC 17), 5=248(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-265/115 WEBS 2-5=251/477 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 Qt=lb) This item has been 5=183. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MITOM connectors. This design Is based only upon parameters shown, 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 ■■��iiii 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 ANS11TP11 Quality Criteria, DSB-a9 and BCSi Building Component 6904 Parke East Blvd. Safety Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871029 77700 MVe Valley 1 1 Job Reference (optional) L;namoers truss, Fort I'lerce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 3012:22:32 2021 Page 1 ID:d9T Yp?xj7xktpt8kTHVVZaylOdv-hb6uxMS)MVa7TNRHdUrCgxj7xF170dgN91bsBhystYb M-0 B-0.0 3x4 11 Scale = 1:20.0 3x4 - 2x3 II 3x4 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITPI2014 CSI. TC 0.51 BC 0.22 WB 0.16 Matrix-P DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 29 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=8.0-0, 4=8-0-0, 5=8-0.0 Max Horz 1=180(LC 12) Max Uplift 4=-85(LC 12). 5=-253(LC 12) Max Grant 1=84(LC 1), 4=116(LC 17), 5=344(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-313/141 WEBS 2-5=314/545 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mp4; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 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 Qt=lb) This item has been 5=253, electronically Signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® 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 verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, sea ANSUTPIf Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24671030 77700 MVA VALLEY 1 1 Job Reference (optional) unamber6 truss, Fort Fierce, FL - 34982, 8.430 s Jun 2 2021 MITex Industries, Inc. Fri Jul 30 12:22:33 2021 Page 1 ID:d9T_Yp?xj7xktptBkTHWZaylOdv-9ngGgiTL7pi 5X?TBCMRMBGEEe tl4XXNhLPk7ystYa 1-0-0 8-M 1 4-0 8-M 3x4 11 7 6 5 45 = 2x3 II 3x4 11 Scale=1:29.1 Plate Offsets (X,Y)-- [2:0-3-010.1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 HQrZ(CT) -0.00 5 file n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-R Weight: 41 lb FT = 20% LUMBER• BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 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) 7=8-6-0, 5=8-6-0, 6=8-6-0 Max Horz 7=327(LC 12) Max Uplift 7=-69(LC 12), 5=-85(LC 12), 6=-353(LC 12) Max Grav 7=223(LC 1). 5=126(LC 17), 6=384(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=190/263, 2-3=328/149 WEBS 3-6=-368/628 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 8-4-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5 except (jt=1b) electronically signed and 6=353, sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.08182 Mi rek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5l19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall - building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/f Quality Criteria, OSS49 and BCS/ 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 Qty Ply PALM DRIVE T24871031 77700 MVQ Valley 1 1 Job Reference (optional) Unamoers truss, Fon Merce, FL - 3498Z, 8.430 s Jun 2 2021 MIT ex Industne8, Inc. Fri JUI 30 12:22:34 2021 Page 1 I D:d9T_Yp9xj7Adpt8kTH WZaylOdv-dzEe M2 Uzu6grihagkvtgvM pS 12QPUXvg cL4yGaystYZ -1 4 0 8-0-0 1-0-0 B-6-0 3x4 11 Scale=1:24.6 3x4 11 2x3 7 6 3x4 11 Plate Offsets (X,Y)-- [2:0-1-16,0-0-13) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 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 SLIDER Left 2x4 SP No,3 2-2-12 REACTIONS. (size) 6=8-6-0, 2=8-6-0, 7=8-6-0 Max Herz 2=254(LC 12) Max Uplift 6=-89(LC 12), 2=-127(LC 12), 7=-286(LC 12) Max Grav 6=121(LC 17), 2=211(LC 1). 7=387(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-346/163 WEBS 4-7=-377/599 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)'-1-4.11 to 1-7-5, Interior(1) 1-7-5 to 8-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp 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 This item has been will fit between the bottom chord and any other members. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 6 except Qt=lb) sealed by Velez, Joaquin, PE 2-127, 7-286. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.08182 MTek USA, Inc. FL Cert 8834 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. sr• valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Dot a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building. Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job , Truss Truss Type Qty Ply PALM DRIVE T24871032 77700 MVC VALLEY 1 1 Job Reference (optional) unarroers i ruse, tort Nlerce, FL - 34982, 6.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:35 2021 Page 1 ID:d9T Yp?xj7xktpt8kTHWZaylOdv-6goOaOUbfQyiKg9sldOvSZLaFShxDOxgr?gWoOystW 12 0 4-5-8 1-4-0 4-5-8 Scale=1:19.6 4x5 11 3x4 11 Plate Offsets (X,Y)-- [3:0-1-13.0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(CT) -0.00 4 Na n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-R Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. REACTIONS. (size) 5=4-5-8, 4=4-5-8 Max Horz 5=225(LC 12) Max Uplift 5=174(1_C 12), 4=-147(LC 12) Max Grav 5=252(LC 1), 4=161(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-217/448, 3-4=168/333 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 4-3-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in at areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=174, 4=147. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTok USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MrrSkO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN5I/7P11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871033 77700 MVP Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:35 2021 Page 1 ID:dgT YpN7xktpt8kTHWZaylOdv-69oOaOUbfQyiKg9sldOvSZLhVSIGDOxgr?gWoOystYY -1-4-0 4-5.8 1-4-0 4-5.8 Scale = 1:15.3 3x5 11 3x4 11 Plate Offsets (X,Y)-- [2:0-3-3,0-0-51 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (]cc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.01 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-8 cc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. SLIDER Left 2x4 SP No.3 2-3-4 REACTIONS. (size) 5=4,5-8, 2=4-5-8 Max Horz 2=152(LC 12) Max Uplift 5=-112(LC 12), 2=-204(LC 12) Max Grav 5=157(LC 17), 2=247(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=189/338 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4.11 to 1-7-6, Interior(1) 1-7-5 to 4-3-12 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 speck 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) except Gt=lb) This item has been 5=112, 2=204. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/f Quality Croatia, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871034 77700 P HIP 1 1 Job Reference (optional) onambers Truss, Fort Pierce, FL - 34962, 8.430 5 Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:37 2021 Page 1 ID:d9T_Yp?xj7xkiptBkTH WZaylOdv-2Ywn_3 WsB 1 CQZBJEQi RNX_RVYGM3hpy6lJJctvystYW -14-0 7-M 13-0-0 19-0-0 2"-0 27-4-0 1-4-0 ' 7-M 6-0.0 6.0.0 7-0-0 T1-4-0 i Scale=1:47.1 5x8 MT18HS = 5.00 12 3x8 = 5x8 MT1 OHS = 20 21 4 22 23 5 3x10 = 3x4 = 3x8 = 3x4 = 3x10 = 2x3 11 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 FBC2020/TPI2014 CSI. TC 0.84 BC 0.62 WE 0.48 Matrix -MS DEFL. In Vert(LL) 0.41 Vert(CT) -0.20 Horz(CT) -0.11 (loc) I/deft Lid 8-17 >753 240 9 >999 240 6 n/a n/a PLATES MT20 MT18HS Weight: 114 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-10-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Harz 2=125(LC 11) Max Uplift 2=1283(LC 12), 6=-1283(LC 12) Max Grav 2=1037(LC 1), 6=1037(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1922/4425, 3-4=1733/4250, 4-5=1733/4250, 5-6=1922/4425 BOT CHORD 2-11=3920/1714, 9-11=-4878/2153, 8-9=-4878/2153, 6-8=-3951/1714 WEBS 3.11=-1289/428,4-11=591/1006,4-9=-558/204, 4-8=-591/1006, 5-8=-1289/428 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 7-0-0, Extedor(2R) 7-0-0 to 11-2-15, Intedor(1) 11-2-15 to 19-0-0, Exterior(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-4-11 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. This Item has been 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, electronically Signed and 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) using a Digital Signature. 2=1283, 6=1283. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ..� Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ■■��YY bullding 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 ANSUTPIf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly, Ply DRIVET24871035 [PALM 77700 P1 HIP1 Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 3012:22:36 2021 Page 1 I D:d9T_Yp?xj7xktptBkTH WZaylOdv-WkT9CPXUyLKHBI u Rzlyc3Cz2 PfcIQlkGXz2APLystYV 5-10-0 9-0-0 17-0-0 20.2-0 26-0-0 27 4 0 5-10-0 3-208-0-0 3-2-0 f — 5-10-0 1-4-0 Scale = 1:45.0 5x8 MT18HS = 1920 21 5x8 MT18HS = 3x10 = 3x8 = 3x6 = 3x4 = 3x10 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 .8 Vert(LL) 0.66 10-13 >475 240 MT20 244/190 7.0 BC0 MT18HSTCDL 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) -0.09 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 117 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-10 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=0-3-8, 6=0-3-8 Max Holz 1=-153(LC 10) Max Uplift 1=-1162(LC 12), 6=-1287(LC 12) Max Grav 1=960(LC 1), 6=1039(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1954/4432, 2-3=-1710/4143, 3-4=1561/3903, 4-5=-1703/4151, 5-6=-1941/4435 BOT CHORD 1-10=-3993/1777, 8-10=3624/1555, 6-8=-4025/1762 WEBS 2-10=-281/559, 3-10=-1292/417, 4-8=1301/415, 5-8=269/549 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-2-15, Intedor(1) 13-2-15 to 17-0-0, Exterior(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 27-4-11 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. This Item has been 4) Provide adequate drainage to prevent water ponding. electronically signed and 5) All plates are MT20 plates unless otherwise indicated. sealed by Velez, Joaquin, PE 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • using a Digital Signature. 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Printed Copies of this 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) document are not considered 1=1162, 6=1287. signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL,33810 Date: August 2,2021 ® 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 MlTeke connectors. This design is based only upon parameters shown, 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 isto prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing pp��� IViBT�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 ANS11TPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safoty Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply PALM DRIVE T24871036 77700 V4 Valley 1 1 Job Reference (optional) Chambers Truss. Fort Pierce. FL - 34982. 8.430 s Jun 2 2021 MiTek Industries. Inc. Fri Jul 30 12:22:42 2021 Pace 1 ID:d9T Yp?xj7xktpt8kTHWZaAOdv-OWjg2na OagigvBCCbOYE28xuHBsMBgsSbONY6ystYR 2-0-0 4-" 2-M 2.0.0 5.00 12 3x4 3x6 = 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 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/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=19(LC 11) Max Uplift 1=-59(LC 12), 3=59(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. Scale =1:7.5 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4,2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zona;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING -Verify design pararrelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ■■��ii�� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSM11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PALM DRIVE T24871037 77700 V8 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:42 2021 Page 1 ID:d9T_Yp?xj7xktpt8kTHWZaylOdv-OWJg2na OagigvBCCbOYE28pvHB2MA sSbONY6ystYR 4-0-08-0-0 4-0-0 4-0-0 3x4 2x3 11 4x4 = 3x4 Scale = 1:14.6 LOADING (psfj SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.67 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 Be 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0.0 Do purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=49(LC11) Max Uplift 1=-90(LC 12), 3=90(LC 12), 4=-122(LC 12) Max Grav 1=118(LC 1), 3=118(LC 1), 4=248(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=1791366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 (it --lb) 4=122, This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 andlor 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 fabdcalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/10uality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job , Truss Truss Type Qty Ply PALM DRIVE T24871038 77700 V12 Valley 1 1 Job Reference (optional) Lonamoers i russ, tort fierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:39 2021 Page 1 I D:d9T_Yp?xj7xktpt8kTH WZaylOdv-_x1 XPIX6jfS8pSTdXSTrcP W E03449og PmdojxnystYU 6-M 12-M 6-0-0 6-0-0 3x4 2x3 II 4x6 = 3x4 Scale=1:18.9 12-M LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) n/a Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) ri/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-S Weight: 38 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No,3 REACTIONS. (size) 1=12-0-0, 3=12-0-0, 4=12-0-0 Max Horz 1=79(LC 10) Max Uplift 1=-121(LC 12), 3=121(LC 12). 4=-245(LC 12) Max Grav 1=175(LC 21), 3=175(LC 22), 4=439(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=288/490 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 9=45ft; L=2411; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 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=lb) This item has been 1=121, 3=121, 4=245. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss __J Truss Type Qty Ply PALM DRIVE T24871039 77700 V16 Valley 1 1 Job Reference (optional) L;namoers I russ, I•ort Pleme, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:40 2021 Page 1 ID;d9T Yp7xj7xktptSkTHWZaylOdv-S7bvd5YkUya Qc2p5A 49d2XRTXVuGFZ_HXHTEystYT 8-M 18-0-0 8-0-0 8-0-0 Scale = 1:25.3 4x4 = 8 7 6 3x4 21C3 11 24 II 2x3 11 3x4 16.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=108(LC 11) Max Uplift All uplift 100 lb or less atjoint(s)1, 5, 7 except 6=-245(LC 12), 8=-245(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 5 except 7-260(LC 1), 6=330(LC 18), 8=330(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-245/415, 2-8=-245/415 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 8-0-0, Exterior(21R) 8-0-0 to 11-0-0, Interior(1) 11-0-0 to 15-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 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, 5, 7 except This item has been Qt=lb) 6=245, 8=245, electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®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 Mrreke connectors. This design is based only upon parameters. shown, and is for an individual building component, not �• a truss system. Before use, the building Cesigner 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 IVIi%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/1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job . Truss Truss Type City Ply PALM DRIVE T24871040 �77700 V24 Valley 1 1 Job Reference loptlonap Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 30 12:22:41 2021 Page 1 I D:d9T_Yp7xj7xklpt8kTH WZayl Odv-wJ91 gRZM FGI r2ldOftVJhgbhztoxdjdiDxHq OgystYS 9-10-8 14.1-8 _ 24.0-0 _J 9-10-8 4.3-0 9-10-8 —' 44 = 4x4 = Scale=1:38.5 3x4 11 10 9 8 7 3x4 2x3 II 2x3 11 3x6 = 2x3 II 2x3 II ' 9-10-8 LOADING (psf) SPACING- 2-0.0 CSI. DEFL, in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL • 1.25 BC 0.37 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-S PLATES GRIP MT20 244/190 Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-0-0. (Ib) - Max Horz 1=137(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 1, 6 except 7=-318(LC 12), 11=318(LC 12), 10=-108(LC 12), 8=-108(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 6 except 7=509(LC 18), 11=509(LC 17), 10=343(LC 17). 8=325(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 5-7=-314/388, 2-11=-314/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170rnph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-10-8, Extedor(2E) 9-10-8 to 14-1-8, Exterior(21R) 14-1-8 to 18-4-7, Interior(1) 18-4-7 to 23-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. This item has been 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL=10.Opsf. using a Digital Signature., 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jojnt(s) 1, 6 except Qt=lb) 7=318, 11=318, 10=108, 8=106. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: August 2,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3j4' 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. 0-14, For 4 x 2 orientation, locate plates 0- 1r19' 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: ANSIfrPl1: 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. Numbering System 6-4-8 dimensions shown in ft-insixteenths (Drawings not to scale) 2 3 TOP CHORDS C1 C1-2 C2-3 4 WEBS Ir O U �ec`O a- O c7-8 M>' css bU 1 I UM L:f1UKU5 8 7 6 l General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 0 of 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. UQ. 4. Provide copies of this truss design to the building 0 designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 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 NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek� MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 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 ANSIlrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.