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HomeMy WebLinkAboutTrussCAUTION!!! Hatch Leyend TRUSS END DETAIL 1 IVA PAULVVEf CH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 PORT SAINT LUCIE'FL 34984 PAUL WELCHP.E. FLA REG NO.29945 SEP HANGER LEGEND ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE '- ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTI-1M/C-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY 11 WIND LOAD 160 MPH *TRUSSES HAVE BEEN DESIGNED FOR A 10,0 PSF O.'* BOTTOM CHORD LIVE LOAD NONCO,�CURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING I FLOOR LOADING TCLL: 20 PSF TCDL: 07 PSF BCDL: 10 PSF TOTAL: 37 PSF DURATION: 1.25 TCLL: PSF TCDL: PSF BCDL: PSF TOTAL: PSF DURATION: IILM; 6431.1'klkl This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. as Date DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: TNT BLDRS RES: Single Family MODEL: MELISSA III ADDRESS:j EASY STREET --- ------- --- LOT / BLOCK: CITY: j FORT PIERCE COUNTY ST LUCIE CO 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475 Illpla MiTek" Lumber design vai4es are in accordance with ANSI[TPI 1..section 6.3 These truss designs rely on lumber values established by others. RE: BELLA-MELISSA-II - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: BELA VISTA Project Name: Model: MELLISSA II Tammpa, FL 33610-4115 Lot/Block: Subdivision: RECeNE Address: EASY STREET,. City: FORT PIERCE State: FL AUG 16 Mi. Name Address and License # of Structural Engineer of Record, If there i1ph �Q building. Name: License #:pet 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: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 56 individual, Truss Design Drawings and 0 Additional Drawings. With, my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name' Date No. Seal# Truss Name Date_ 1 T24968312 Al 8/10/21 23 T24968334 CJ2 8/lb/21 2 T24968313 Ai A 8/10/21 24 T24968335 CJ3 8/10/21 3 T24968314 A2 8/10/21 25 T24968336 CJ4 8/10/21 4 T24968315 A4 8/10/21 26 T24968337 CJ31 8/10/21 5 T24968316 A5 8/10/21 27 T24968338 CJ51 8/10/21 6 T24968317 A6 8/10/21 28 ' T24968339 D1 8/10/21 7 T24968318 A7 8/10/21 29 T24968340 D2 8/10/21 8 T24968319 A8 8/10/21 30 T24968341 D3 8/10/21 9 724968320 A9 8/10/21 31 T24968342 EJ3 8/10/21 10 T24968321 A10 8/10/21 32 T24968343 EJ5 8/10/21 11 T24968322 All .8/10/21 33 T24968344 EJ7 8/1.0/21 12 T24968323 Al2 8/10/21 34 T24968345 EJ31 8/10/21 13, T24968324 B1 8/10/21 35 T24968346 EJ71 8/10/21 14 T24968325 B2 8/10/21 36 T24968347 FG1 8/10/21 15 T24968326 B3 8/10/21 37 T24968348 FG2 8/10/21 16 T24968327 64 8/10/21 38 T24968349 FG3 .8/10/21 17 T24968328 Cl 8/10/21 39 T24968350 G1 8/10/21 18 T24968329 C2 8/10/21 . 40 T24968351 G2 8/10/21 19 T24968330 C3 8/10/21 41 T24968352 G3 8/10/21 20 T24968331 C4 8/10/21 42 T24968353 HJ2 8/10/21 21 T24968332 C5 8/10/21 43 T24968354 HJ3 8/10/21 22 T24968333 CA 8/10/21 44' T24968355 HJ5 8/10/21 %till .�,, The truss draing( referencedabove prepared p MiTek USA, Incunder mydire supervi ion baon the parameters ,,,,��,OPQCi• 1 provided by Builders FirstSource (Fort Pierce). •' �' •• Truss Desi En i'1 n Engineer's Name: Velez, Joaquin 9 9� ; No •' 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 % T OF 0 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 �. O 1, 0. �N miss, shown (e.g., loads, supports, dimensions, shapes and design codes), which were MiTek TRENCO. Any information included is for MiTek's ��of', O given to or project specific 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 Joaquin Ve z PE N. 68182 applicability of the design parameters or the designs for any particular building. Before use, MITek USA, Inc. FL rt 6634 �� the building designer should:verify applicability of design parameters and properly 6904 Parke st Blv Tamp a C incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. bate: x August 10,2021 Velez, Joaquin 1 of 2 RE: BELLA-MELISSA-II - Site Information: Customer Info: BELA VISTA Project Name: . Model: MELLISSA II Lot/Block: . Subdivision: . Address: EASY STREET,. City: FORT PIERCE State: FL No. Seal# Truss Name Date 45 T24968356 HJ7 8/10/21 46 T24968357 HJ31 8/10/21 47 T24968358 V1 8/10/21 48 T24968359 V2 8/10/21 49 T24968360 V3 8/10/21 50 T24968361 V4 8/10/21 51 T24968362 V5 8/10/21 52 T24968363 V6 8/10/21 53 T24968364 V7 8/10/21 54 T24968365 V8 8/10/21 55 T24968366 V9 8/10/21 56 T24968367 V10 8/10/21 2of2 Job Truss Truss Type Qty Ply — r T24968312 BELLA-MELISSA-11 Al Roof Special 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:15 2021 Page 1 I D:8_6i Ci63dp8H IdgXpW GfxGzEYB?-ytt37??HBLtQ2HxYR5uMgxW nvFZdKxsenDavPbypagw -1-0- 4.4-12 5 2.10 14-11-8 21-3.0 27-2-0 34-6-12 42-5-0 -0- 4-4-12 0-4-14 9-8-14 6-3-8 5-11-0 7-4-12 7-10-4 5x6 = 6.00 12 Scale=1:76.9 ST1.5x8 STP = 15 13 12 ST1.5x8 STP = 4x6 = 5x8 = 3.00 12 5xB = 2x4 11 3x6 Plate Offsets (X Y)-- [5:0-3-0,Edgel, [11:0-1-6,0-1-81, [13:0-5-4,0-2-8), [15:0-5-4,0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) -0.33 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.7.4 13-14 >679 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.32 13-14 >999 240 Weight: 230 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. 14-15,13-14: 2x4 SP No.i WEBS 1 Row at midpt 6-15, 7-13, 10-13, 7-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-7-0 Max Horz 2=506(LC 11) Max Uplift 2=-914(LC 12), 11=-805(LC 12) MaxGrav 2=1619(LC 1), 11=1545(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2880/1816, 3-4— 2723/1746, 4-6=-2758/1915, 6-7=-2713/1872, 7-8=-2284/1798, 8-10=-2295/1568, 10-11 =-2898/181 0 BOT CHORD 2-15— 1503/2754, 14-15=-1422/2746, 13-14=-805/1851, 12-13=-1452/2487, 11-12=-1452/2487 WEBS 7-13=-583f747, 8-13= 474/553, 10-13=-729/517, 10-12=0/324, 4-15=-330/323, 6-14=-420/501, 7-14=-930/1770 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60fi;. eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 5-1-1, Interior(1) 5-1-1 to 21-3-0, Extedor(2R) 21-3-0 to 27-3-12, Interior(1) 27-3-12 to 42-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 Qt=lb) 2=914, 11=805. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply ' - T24968313 BELLA-MELISSA-II A1A ROOF SPECIAL 1 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Fierce, F-L - 34945, U.43U s Jun Z ZUZI mr I eK InauSines, Inc. man Aug U 12:Uf:1 V 2UZI rage 1 ID:8_6iCi63dp8HldgXpW GfxGzEYB?-ge6ZzN2nBaNsXuEKgwyl?ngUHsy5GlrEirY7YMypags 1-0.0 4-4-12 512-10 14-11-8 21-3-0 27-2-0 34-6-12 42-6.0 4,3-6-p 0- 4-4-12 0.9-14 9-8-.14 6-3-8 5-11-0 7-4-12 7-11-4 0- M-JEEI 6.00 12 ST1.5x8 STP = 16 14 13 ST1.5x8 STP = 4x6 = 5x8 = 3.00 12 5x8 = 2x4 11 4-4-12 8-8-0 17-11.0 27-2-0 34-6-12 42-6-0 4-4-12 4-3-4 9-3-0 9-3-0 7-4-12 7-11-4 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [14:0-5-4,0-2-8], [16:0-5-4,0-2-12] Scale=1:77.3 N m 2 m N Iv 0 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.88 Vert(LL) -0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.74 14-15 >678 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.32 14715 >999 240 Weight: 232lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 15-16,14-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 1 Row at midpt 6-16, 7-14, 10-14, 7-15 Max Horz 2=514(LC 10) Max Uplift 2=-913(LC 12), 11— 913(LC 12) Max Grav 2=1620(LC 1), 11=1626(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2881/1816, 3-4=-2724/1746, 4-6=-2758/1915, 6-7=-2714/1841, 7-8=-2286/1799, 8-10=-2297/1550, 10711=-2898/1765 BOT CHORD 2-16=-1448/2766, 15-16=-1349/2762, 14-15=-738/1866, 13-14=-1378/2488, 11-13— 1378/2488 WEBS 7-14= 590/750, 8-14=-475/553, 10-14=-727/478, 10-13=0/324, 4-16— 330/323, 6-15=-418/510, 7-15— 902/1776 . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 5-1-1, Interior(1) 5-1-1 to 21-3-0, Extedor(2R) 21-3-0 to 27-3-12; Interior(1) 27-3-12 to 43-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 2=913, 11=913. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, .2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968314 BELLA-MELISSA-11 A2 Roof Special 3 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:20 2021 Page 1 ID:8_6iCi63dp8HldgXpW GfxGzEYB?-JrgyAj2PyuVj92pW DeUX(?DgYG13?BJOwVHg4oypagr 37-1-0 1-0- 5.2-10 8.9-0 14-11.6 21-3-0 27-2-0 34-5-0 34- -12 -0- .5-2-10 3-5-6 6.3.8 6-3-6 5.11.0 7.3.0 04-122.6-4 0 O 5x6 = 6.00 F12 ST1.5xB STP = 15 13 12 3x6 = 5x8 = 3.00 12 6x8 — ST1.5x8 STP = 6x8 = Scale = 1:76.7 �I^ Ch� cm LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.79 BC 0.89 WB 0.66 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in floc)_ I/defl Ud -0.29 12-13 >999 360 -0.61 14-15 >724 240 0.12 12 n/a n/a 0.20 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 218lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, BOT CHORD 2x4 SP No.2 'Except` except end verticals. 14-15,13-14: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. WEBS 2x4 SP.No.3 WEBS 1 Row at micipt 6-15, 7-13, 7-14 REACTIONS. (size) 2=0-8-0, 12=0-7-0 Max Horz 2=-443(LC 10) Max Uplift 2=-808(LC 12), 12=-711(LC 12) Max Grav 2=1439(LC 17), 12=1353(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2481/1562, 3-4=-2315/1487, 4-6=-2356/1655, 6-7=2148/1587, 7-8=-1537/1322, 8-10— 1536/1087 BOT CHORD 2-15=-1453/2424, 14-15=-1340/2291, 13-14=-726/1429, 12-13=-576/797 WEBS 4-15=-328/323, 7-13=-385/402, 8-13=-500/576, 10-13=-253/615, 10-12=-1455/1132, 7-14=-903/1597, 6-14=-481/516 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-1-1, Interior(1) 5-1-1 to 21-3-0, Exterior(2R) 21-3-0 to 27-3-12, Interior(1) 27-3-12 to 36-11-4 zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=808, 12=711. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss I ruse I ype r y Ply T24968315 BELL.A-MELISSA-II A4 Roof Special 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Aug 10 10:18:29 2021 Page 1 ID:8_6iCi63dp6HldgXpW GfxGzEYB7-fr657UUET69CtGVIPafinbYVimomSE8Wyy17VeypID8 1-0- 4.4-12 8-8.0 14-11-8 21-3.0 27-2-0 34-6-12 42-5-0 0- 4-4-12 4-3-4 6-3-8 6-3-8 5-11-0 7-4-12 7-10-4 m 0 5x6 = 6.00 F12 2x4 11 ST1.5x8 STP= 5x8 = 2x4 II 3x6 = 7x10 = 3.00 F12 Scale=1:74.7 r 4-4-12 8-0-0 q e•p 17-11-0 27-2-0 34.6-12 42-5-0 4-4-12 3-7-4 8- . 9-3-0 9-3-0 7-4-12 7-10-4 Plate Offsets (X,Y)-- [13:0-5-4,0-2-81, [14:0-3-10,0-2-81, [15:0-8-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.29 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.62 13-14 >655 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.19 11-12 >999 240 Weight: 237lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 7-13, 10-13 4-15: 2x6 SP No.2 2 Rows at 1/3 pts 6-15 REACTIONS. (lb/size) 15=2017/0-8-0, 11=1154/0-7-0 Max Horz 15=506(LC11) Max Uplift 15=-1507(LC 12), 11=-545(LC 12) Max Grev 15=2017(LC 1), 11=121O(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All. forces 250 (lb) or less except when shown. TOP CHORD 2-3=508/493, 3-17=-944/727, 4-17=-930/815, 4-5=-781/740, 5-6=-760/840, 6-18=-1147/694, 7-18=-1143/718, 7-8=-1519/1193, 8-9=-1374/924, 9-10=-1450/899, 10-19— 1971/1173, 11-19= 2111/1157 BOT CHORD 2-16=-389/547, 16-20=-389/547, 15-20= 389/547, 14-15=-156/1066, 13-14— 103/1022, 12-13=-889/1770, 11-12— 889/1770 WEBS 4-15=-370/354, 6-15— 2094/1503, 6-14=-1081521, 7-14=-88/566, 7-13=-772/958, 8-13=-474/552, 10-13=-750/538, 10-12=0/325, 3-16=-280/147, 3-15=-331/610 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 21-3-0, Extedor(2R) 21-3-0 to 27-3-12, Intedor(1) 27-3-12 to 42-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 1507 lb uplift at joint 15 and 545 lb uplift' at joint 11. LOAD CASE(S) Standard Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: August 10,2021 IN Ch Ia N 0 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �'' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall " building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety.Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss rues type t y Ply T24968316 BELLA-MELISSA-II A5 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Aug 1010:18:56 2021 Page 1 ID:8_6iCi63dp8HldgXpWGfxGzEYB?-Nl FlfpA6PZNcQ3UUIedNHA6?e?4HSgUAf4xxZypiq 1-0- 4-4-12 8•B-0 14-11-8 21-3-0 27-2-0 34-6-12 42-5-0 0- 4-4.12 4-3-4 6-3-8 6-3-8 5-11-0 7-4-12 7-10-4 C9 O 5x6 = 6.00 12 J%b _ 16ZI 15 13 2x4 II ST1.5x8STP= 5x8= 7x10 = 3.00 12 12 2x4 II Scale =1:77.1 ST1.5xB STP = 3x6 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.29 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.62 13-14 >655 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.19 11-12 >999 240 Weight: 237lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. WEBS 2x4 SP No.3 *Except` WEBS 1 Row at midpt 7-13, 10-13 4-15: 2x6 SP No.2 2 Rows at 1/3 pts 6-15 REACTIONS. (lb/size) 15=2017/0-8-0, 11=1154/0-7-0 Max Horz 15=506(LC11) Max Uplift 15=-1507(LC 12), 11=-545(LC 12) Max Grav 15=2017(LC 1), 11=1210(LC 18) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-508/493, 3-17=-942f727, 4-17=-92B/815, 4-5=-772f740, 5-18=-760f758, 6-18=-750/840, 6-7==1147/673, 7-8=-1519/1159, 8-19=-1330/898, 9-19=-1374/885, 9-10= 1450/873, 10-20=-1971/1124, 11-20=-2111/1108 BOT CHORD 2-16=-389/547, 16-21=-389/547, 15-21=-389/547, 14-15=-156/1066, 13-14=-76/1022, 12-13=-863/1770, 11-12=-863/1770 WEBS 3-16=-281/147, 3-15=-331/604, 4-15=-370/352, 6-15=-2094/1440, 6-14=-86/521, 7-14=-88/566, 7-13=-765/958, 8-13=-474/533, 10-13=-750/539, 10-12=0/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; 11=1511; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 21-3-0, Exterior(2R) 21-3-0 to 29-8-13, Interior(1) 29-8-13 to 42-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forvedfying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1507 lb uplift at joint 15 and 545 lb uplift at joint 11. LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIOTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type y Ply t T24968317 BELLA-MELISSA-II A6 Hip 1 1 Job Reference (optional) Builders FlrstSource, Fort Piece, FL 34945 0.430 s Nov 30 2020 MTek Industries, Inc. Tue Aug 1010:19:32 2021 Page 1 ID:8_6iCi63dpBHldgXpW GfxGzEYB7-JyQvD1 FIeT5GxygPbJH3gtfGm9lejkl nSForDUypIC9 1-0- 4-4-12 13-10.0 1 -11 8 19-1 23-6-0 27-2-0 34-6-12 42-5-0 0- 4-4-12 9-5-4 1- Z. 4-6-0 3-8-0 7-4-12 7-10-4 Scale = .1:77.1 5x6 = 6.00 12 5x6 7 8 dxo — 18;&1 17 ono ` 14 13 ST1.5x8 STP = 2x4 11 ST1.5x8 STP = 5xB = 2x4 11 3x6 = 7x10 = 3.00 F12 4.4-12 13-7-4 0'-8-0 ' 9-3.0 1-1-0 4-6-0 3.8-0 7-4-12 7-10-4 Plate Offsets (X,Y)-- [7:0-3-0,0-2-01, [8:03-0,0-2-01, [14:0-5-4,0-2-8L [17:0-8-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.28 16-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.57 16-17 >706 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.18 12-13 >999 240 Weight: 250lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 11-14 2 Rows at 1/3 pts 6-17 REACTIONS. (lb/size) 12=1140/0-7-0, 17=2031/0-8-0 Max Horz 17=455(LC11) Max Uplift 12=-535(LC 12), 17=-1527(LC 12) Max Gram 12=1206(LC 18), 17=2031(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-507/493,3-19=-959f738,4-19=-945/828,4-5=-782/754,5-6=-770/854, 6-7=-1092/653, 7-8=-1032/822, 8-9= 1158/871, 9-10=-1344/922, 10-11— 1422/897, 11-20— 1969/1156, 12-20=-2109/1139 BOT CHORD 2-18=-389/547, 18-21= 389/547, 17-21=-389/547, 16-17=-123/947, 15-16=-71/1074, 14-15=-474/1215, 13-14=-900/1769, 12-13=-900/1769 WEBS 3-18=-288/154,'3-17=-337/607, 8-15=-169/351, 11-14=-778/547, 11-13=0/347, 4-17=-386/387, 6-17=-2046/1442, 6-16=-181/557, 7-16=-104/444, 7-15=-355/388, 9-15=-536/490 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-O.to 19-0-0, Exterior(2E) 19-0-0 to 23-6-0, Exterior(2R) 23-6-0 to 31-11-13; Interior(1) 31-11-13 to 42-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 535 lb uplift at joint 12 and 1527 lb uplift at joint 17. LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply i T24968318 BELLA-MELISSA-II A7 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:24 2021 Page 1 ID:8_6iCi63dpBHldgXpW GfxGzEYB7-BcwSO45wO608df7HSUYTirNMUtfkxOGzr7FuDZypagn 1-0- 4-4-12 12-5-5 14-11-8 17-0-0 21-3-0 25.6-0 27-2-0 34.6-12 42-2-0 0- 4-4-12 8-0-9 2-6-3 2-0-8 4-3-0 4-3-0 1-8-0 7-4-12 7-7-4 �1 O 6.00 12 5x6 = 3x4 = 5xe = 3x4 7 8 9 10 3xti — 19Z3 18 3xg 15 14 ST1.5x8 STP= 2x4 11 ST1.5x8 STP = 5x8 = 2x4 11 5x6 = 7x10 = 3.00 12 1-8-0 Scale=1:77.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.79 BC 0.84 WB .0.60 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) , I/deft Ud -0.30 17-18 >999 360 -0.61 17-18 >664 240 0.09 13 n/a n/a 0.17 13-14 >999 240 PLATES GRIP MT20 244/190 Weight: 257lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-16, 12-15, 6-18 4-18: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 18=0-8-0, 13=0-3-8 Max Horz 18=409(LC11) Max Uplift 18=-1505(LC 12), 13=-543(LC 12) Max Grav 18=2014(LC 1), 13=1212(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/487, 3-4=-1748/822, 4-6=-1622/823, 6-7=-1147/437, 7-8=-1063/443, 8-9=- 11511741, 9-1 0=- 1336/840, 10-12=-1440/798, 12-13=-2110/1054 BOT CHORD 2-19=-382/966, 18-19=-382/966, 17-18=-83/910, 16-17= 151/1207, 15-16= 319/1251, 14-15=-782/1765, 13-14=-782/1765 WEBS 3-19=-555/143, 3-18=-356/999, 8-16— 317/184, 9-16=-312/544, 12-15=-760/542, 12-14=0/345, 4-18=-270/279, 10-16=-491/587, 7-17=0/363, 8-17=-354/665, 6-18=- 1841/1730, 6-17=-701/823 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 25-6-0, Exterior(2R) 25-6-0 to 33-11-13, Interior(1) 33-11-13 to 42-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=1505; 13=543. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, OSB-B9 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 ! i T24966319 BELLA-MELISSA-II AB Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MI I eK industries, Inc. Mon Aug 9 12:07:25 2021 Page 1 I D:8_6iCi63dpBH ldgXpW GfxGzEYB?-foUrDQ6YnQB?FpiTOB3i E2wXpHz2gTr74n?RmOypagm 1-0- 4-4-12 8-8-0 15.0-0 21-3-0 27-6-0 34.8-12 42-5-10 0- 4-4-12 4-3-4 6-4-0 6-3-0 6-3-0 7-2-12 7-8-14 Sx8 = 6.00 12 3x4 = 5x6 — Jxo � — Ze 2x4 II ST1.5xBSTP= 5x12 = 3.00 12 5x8 = 2x4 II 4-4-12 8.0-0 Brfi-I] 15-0-0 17-11-0 , 27-2-0 34-8-12 42-5-10 4-4-12 3-7-4 0-8- 6-4-0 2-11-0 9-3-0 7-6-12 7-8-14 Plate Offsets (X,Y)--[4:0-4-0,0-3-01,[5:0-6-0,0-2-81,[7:0-3-0,0-2-01,[8:0-4-0,0-3-01,[11:0-5-4,0-2-81 [14:0-10-0,0-3-01 ST1.5x8 STP = 3x6 = Scale=1:78.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.30 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.64 11-12 >632 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.5B Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Wind(LL) 0.18 9-10 >999 240 Weight:231 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-14: 2x6 SP No.2 REACTIONS. (size) 14=0-8-0, 9=0-3-8 Max Horz 14=363(LC 11) Max Uplift 14=-1530(LC 12), 9=-539(LC 12) Max Grav 14=203B(LC 1), 9=1212(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-11, 8-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-959/487, 3-4=-1765/842, 4-5=-925/195, 5-6=-1278/412, 6-7=-1260/762, 7-8=-1494/765,8-9=-2160/1054 BOT CHORD 2-15=-384/975, 14-15— 384/975, 13-14=-759/1897, 12-13=-66/86B, 11-12=-249/1468, 10-11=-793/1842, 9-10=-792/1846 WEBS 3-15=-559/185, 3-14=-354/980, 4-14=-1591/1494, 4-13=-1325/1512, 5-13=-833/865, 5-12=-498/995, 6-12=-341/764, 6-11=-309/116, 7-11=-25/360, 8-11=-822/621, 8-10=0/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 27-6-0, Exterior(2R) 27-6-0 to 35-11-13, Interior(1) 35-11-13 to 42-3-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1530, 9=539. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: August 10,2021 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSH-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 Oty Ply t f T24968320 BELLA-MELISSA-11 A9 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.43U s Jun 2 2U21 ml I eK Industries, Inc. mon Aug u 1 z:ut:eu tun rage 1 ID:B_6iCi63dp8HldgXpW GfxGzEYB?-7?1 DRm7AYGstzGgavbxnGTechKLPtyGJRk_ISypagl 1-0- 4-4-12 5 2-10 8-8-0 14-3.4 14 1 -8 20-2-8 22-3-8 27-2-0 34.6-12 42-6-0 0- 4-4-12 0-9-14 3-5-6 5-7-4 8.4 5-3-0 2-1-0 4-,10.8 7-4-12 7-11-4 5x6 = 6.00 12 ST1.5x8 STP = 17 14 13 3x6 4x6 = 5x8 = 3.00 F12 5x8 = 2x4 11 [ _S:1SF� 9-3.0 Scale = 1:77.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 1.00 Vert(LL) . -0.34 16-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.77 16-17 >660 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.34 16, >999 240 Weight: 249lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 16-17,14-16: 2x4 SP No.1 WEBS 1 Row at midpt 11-14, 6-17, 7-16, 7-15, 9-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=483(LC 11) Max Uplift 2— 920(LC 12), 12=-811(LC 12) Max Grav 2=1631(LC 1), 12=1557(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2905/1793; 3-4=-2749/1729, 4-6=-2788/1907, 6-7=-2738/1860, 7-8=-1848/1422, 8-9=-2126/1521, 9-11=-2327/1554, 11-12= 2997/1827 BOT CHORD 2-17=-1492/2758, 16-17=-1390/2741, 15-16=-867/2035, 14-15=-1051/2069, 13-14= 1481/2596, 12-13=-1481/2596 WEBS 4-17=-345/345, 8-15— 510/742, 11-14=-823/563, 11-13=0/351, 6-16=-398/481, 7-16=-914/1693, 7-15=-687/253, 9-15=-458/400 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GC01=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 5-1-1, Interior(1) 5-1-1 to 20-2-8, Exterior(2E) 20-2-8 to 22-3-8,, Extedor(2R) 22-3-8 to 30-9-5, Interior(1) 30-9-5 to 42-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord, live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 12=811. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional_ temporary and permanent bracing 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?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968321 BELLA-MELISSA-II A10 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 M ITek Industries, Inc. Mon Aug 9 12:U7:16 2U21 rage 1 ID:8_6iCi63dp8HldgXpW GfxGzEYB?-Q4RRLL?vvf?HgRW I_oPbN92xMfv13JboOtJSxl ypaqv 1-0- 4-4-12 5 2-10 8-8-0 13-10-0 1 -11 8 19-0-0 23-6-0 27-2-0 34.6-12 42-6-0 -0- . 4-4-12 0-9-14 3.5-6 5-2-0 -1- 4.0-8 4.6-0 W. 7-4-12 7-11-4 Scale=1:77.4 5x6 = _ 6.00 12 5x6 ST1.5x8 STP = 17 14 13 3x6 = 4x6 = 5x8 = 3.00 12 - 5x8 = 2x4 11 1-0 1.9-0.0 23-6-0 7-11-4 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/fP12014 CSI. TC. 0.99 BC 0.96 WB 0.90 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (Ice) I/defl Ud -0.34 16-17 >999 360 -0.76 16-17 >664 240 0.21 12 n/a n/a 0.33 is >999 240 PLATES GRIP MT20 244/190. Weight: 247lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly, applied or 2-2-0 cc bracing. 16-17,14-16: 2x4 SP No.1 WEBS 1 Row at midpt 11-14, 6-17, 7-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=455(LC 11) Max Uplift 2=-920(LC 12), 12=-811(LC 12) Max Grav 2=1631(LC 1), 12=1557(LC 1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2904/1817, 3-4=-2750/1767, 4-6=-2794/1957, 6-7=-2734/1890, 7-8=-1898/1471, 8-9= 2168/1590, 9-1 1=-2325/1574,11-12=-2999/1851 BOT CHORD 2-17=-1518/2739, 16-17= 1414/2712, 15-16— 1038/2260, 14-15=-1072/2062, 13-14=-1504/2597, 12-13— 1504/2597 WEBS 4-17=-357/373, 8-15=-495/745, 11-14=-831/569, 11-13=0/352, 6-16=-367/447, 9-15=-404/366, 7-16=-901/1675, 7-15=-792/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 5-1-1, Interfor(1) 5-1-1 to 19-0-0, Extedor(2E) 19-0-0 to 23-6-0, Exterior(2R) 23-6-0 to 31-11-13, Interior(1) 31-11-13 to 42-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of.20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 12=811. m 0 m Ch m N Iv 0 Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and 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 I Ply ' T24968322 .BELLA-MELISSA-II All Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:17 2021 Page 1 ID:8_6iCi63dpBHldgXpW GfxGzEYB?-uG?pYhOXgz781a4xYW wgwMbBB2FVon6xEX30UTypaqu 1-0- 5-2-10 8-8-0 14-11-8 17-0-0 21-3-0 25.6-0 27-2-0 34.6-12 42-6.0 0- 5-2.10 3-5-6 6-3-B 2-0-8 4-3-0 4.3-0 1-8-0 7-4-12 7-11-4 dI O Scale = 1:77.4 5x6 = 6.00 12 3x4 = 5x6 = 3x4 5 6 7 8 16 ST1.5x8 STP = 15 3xB ZZ 12 11 3x6 = 4x6 = 5x8 = 3.00 12 5xB = 2x4 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 YES Code FBC2020/TP12014 CSI. TC 0.86 BC0.94 WB 0.88 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefl Ud -0.31 14-15 >999 360 -0.69 14-15 >730 240 0.20 10 n/a n/a 0.31 14 >999 240, PLATES GRIP MT20 244/190 Weight: 244lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-5: 2x4 SP M 31, 1-4,9-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except* WEBS 1 Row at midpt 6-13, 9-12, 4-14 14-15,12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=409(LC 11) Max Uplift 2=-920(LC 12), 10=-811(LC 12) Max Grav 2=1631(LC 1), 10=1557(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2892/1864, 3-4=-2761/1858, 4-5=-2843/1879, 5-6=-2573/1867, 6-7=-1966/1541, 7-8=-2232/1735, 8-9=-2322/1630, 9-10=-2995/1894 BOT CHORD 2-15=-1556/2688, 14-15=-1565/2707, 13-14=-1252/2404, 12-13=-1107/2062, 11-12=-1567/2590, 10-11=-1566/2594 WEBS 4-15= 412/427, 6-13=-885/513, 7-13— 699/882, 9-12=-829/569, 9-11=0/351, 8-13=-355/400, 5-14=-468/886, 4-14— 204/252, 6-14=-251/724 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=451t; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 5-1-1, Interior(1) 5-1-1 to 17-0-0, Exterior(2E) 17-0-0 to 25-6-0, Extedor(2R) 25-6-0 to 33-11-13, Interior(1) 33-11-13 to 42-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=920, 10=811. Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord membersonly. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type aty Ply T24968323 BELLA-MELISSA-II Al2 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:18 2021 Page 1 I D:8_6iCi63dp8HldgXpW GfxGzEYB?-MSZBI 119RG F?vkf76D R3Sa81NSbhXJL5TBoZOwypagt -1-0- 5-2-11 8-6-0 15-0-0 21-3-0 27-6-0 34-6-12 42-6-0 0- 5-2-11 3-5.5 6-4-0 6-3.0 6-3-0 7-2-12 7-9.4 aI 0 5x8 = 6.00 12 3x4 = 5 16 6 17 5x6 = Scale = 1:77.4 ST1.5x8 STP = 14 11 10 3x6 = 46 = 5XB' = 3.00 12 5x8 = 2x4 11 15-0-0 , 17-11-0 . 27-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.35 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.79 11-12 >63B 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(CT) 0.22 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.36 11-12 >999 240 Weight: 225 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-14,11-12: 2x4 SP No.1 WEBS 1 Row at micipt 6-11, 8-11 . WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=363(LC 11) Max. Uplift2=-920(LC 12), 9— 811(LC 12) Max Grav 2=1631(LC 1), 9=1557(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2896/1889, 3-4=-2741/1842, 4-5=-2897/1927, 5-6=-3033/2084, 6-7=-2024/1548, 7-8=-2329/1606, 8-9=-3004/1906 BOT CHORD 2-14=-1581/2656, 13-14=-1519/2613, 12-13— 1379/2604, 11-12=-1551/2813, 10-11=-1581/2599, 9-10=-1580/2603 WEBS 4-14=-393/353, 4-13=-87/279, 5-12=-560/1056, 6-12=-199/736, 6-11=-11691724, 7-11=-381/678, 8-11= 835/619, 8-10=0/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 5-1-2, Interior(1) 5-1-2 to 15-0-0, Extedor(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 27-6-0, Exterior(2R) 27-6-0 to 35-11-13, Interior(1) 35-11-13 to 42-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 9=811. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, enaction and bracing of trusses and truss systems, see ANSIITP11 Duality 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 Oty Ply T24968324 BELLA-MELISSA-II B1 Hip 1 1 Job Reference o tional Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:27 2021 Page 1 ID:8_6iCi63dp8HIdgXpWGfxGzEYB?-bBbbe6BoJ1OjU7rs8c6AKT?rl4g38KkPY4UYquypagk 1-0- 6-9.4 13-0-0 21-3-0 29-6-0 35-8-12 42-6-0 -0- 6-9-4 6-2-12 8-3-0 .8-3-0 6-2-12 6-9-4 5x6 = 18 5x8 = 5x6 = 19 620 Scale=1:74.6 ST1.5x8 STP = 15 14 'J LO 12 11 10 9 3x6 = 4x6 = 2x4 II 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 2x4 II 42-6-0 6-2-12 18-3-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201TP12014 CSI. TC 0.88 BC 0.93 WB 0.81 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/dell Ud -0.32 12-14 >999 360 -0.57 12-14 >893 240 0.17 8 n/a n/a 0.31 12 >999 240 'PLATES GRIP MT20 244/190 Weight:220lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except' 2-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) B=Mechanical, 2=0-8-0 Max Horz 2=316(LC 11) Max Uplift 8=-811(LC 12), 2=-920(LC 12) Max Grav 8=1894(LC 18), 2=1966(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3509/1879, 3-4=-2904/1660, 4-5=-2937/1852, 5-6=-2937/1851, 6-7=-2949/1688, 7-8=-3623/1929 BOT CHORD 2-16= 1568/3244, 14-15=-1568/3244, 12-14=-1147/2646, 10-12=-1154/2459, 9-1 0=-1 613/3146, 8-9=-161313146 WEBS 3-15=0/251, 3-14=-670/479, 4-14=-163/627, 4-12= 376l764, 5-12— 511/528, 6-12= 348/725, 6-1 0=-1 89/674, 7-10=-773/535, 7-9=0/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 21-3, 0, Interior(1) 21-3-0 to 29-6-0, Exterior(2R) 29-6-0 to 37-11-13, Interior(1) 37-11-13 to 42-5-4 zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage, to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=811, 2=920. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord membersonly. Additional temporary and permanent bracing ivoiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//Tplr Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968325 BELLA-MELISSA-II B2 Hip . 1 1 Job Reference (optional) t3Ulluers rlrsl0ource Iron rlerce/, ron rierce, rL - J4e40, 6.,iou s Jun z zuzl m1 I eK Inausines, Inc. mon Aug a 1z:ut:za zuzi rage 1 ID:8_6iCi63dp8HldgXpW GfxGzEYB7-YajL3o93reeRkQ7FF18ePu5D7uNmcCEi7Ozfvnypagi 2-8-0 6-10-0 11-0-0 13-10-0 19-8-11 25-6-7 31-6-0 36-8-12 42-6-0 2.8.0 4-2-0 4-212-10-0 5-10-11 5-9-13 5.11-9 5-2-12 5-9-4 8x10 = 2x4 II 3x4 = 46 = 3x4 = 5x8 — 6.00 12 4 24 5 25 6 7 8 26 27 9 3x6 11 ST1.5x8 STP = 2x4 11 2-8-0 , 6-10-0 2x4 II 7x10 = 17 3x4 = 2x4 11 11-0-0 , 13-10-0 16 15 14 13 12 6x8 = 5x6 = 3x4 = 4x6 = 2x4 11 5-9-4 Scale=1:77.3 3x6 = 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 FBC202OfTP]2014 CSI. TC 0.73 BC. 0.78 WB 0.93 Matrix-SH DEFL. in (loc) I/dell Ud Vert(LL) -0.37 5 >999 360 Vert(CT) -0.70 16-17 >721 240 Horz(CT) 0.35 11 n/a n/a Wind(LL) 0.53 5 >948 240 PLATES GRIP MT20 244/190 Weight: 260lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins. 1-4: 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except' 21-22: 2x8 SP 240OF 2.OE, 2-18: 2x4 SP M 31,, 5-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 16-18: 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 11=Mechanical Max Horz 1=254(LC 11) Max Uplift 1=-811(LC 12), 11=-813(LC 12) Max Grav 1=1561(LC 1), 11=1558(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-642/409, 2-3= 4156/2619,.3-4=-3221/2101, 4-5= 3158/2156, 5-6=3143/2156, 6-8=-2968/2052, 8-9=-2876/2005, 9-10=-2630/1751, 10-11=-3087/1956 BOT CHORD 2-20= 2398/3968, 19-20=-2398/3968, 18-19=-1534/2795, 15-16=-1642/2876, 14-15=-1265/2298, 12-14=-1647/2691, 11-12=-1647/2691 WEBS 3-20=-28/251, 16-18— 1597/2795, 6-18= 133/322, 6-16=479/417, 9-14=-163/384, 10-14=-570/459, 4-19=443/776, 3-19=-1439/993, 4-18=-449/728, 8-15=-482/407, 9-15=-515/879 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-8-11, Interior(1) 19-8-11 to 31-6-0, Extedor(2R) 31-6-0 to 39-11-13, Interior(1) 39-11-13 to 42-54 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should Verify Joaquin Velez PE No.69192 capacity of bearing surface. MiTek USA, Inc. FL Cert 6634 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6904 Parke East Blvd. Tampa FL 33610 1=811,11=813. Date: August 10,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and propedy incorporate this design into the overall building.design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oily Ply 1 T24968326 BELLA-MELISSA-II B3 Half Hip 1 1 Job Reference (optional) uuiiciers rlrslSource (tort tierce), tort rlerce, t-L - 34134b, ti.4JU s .lun x 2UZl MI I eK InoUSmes, Inc. mon Aug u l z:Ui::7U 2UZl rage 1 ID:8_6iCi63dp8H IdgXpW GfxGzEYB7-OmHkHBAhcyml MaaRpkftx6dMYliBLfrsE2i CRDypagh 2-B-0 , 9-O.0 13-10-0 21-0-14 28-2-0 35-3-2 42-6-0 2-8-0 6-4-0 4-10.0 7-2-14 7-1-2 7-1-2 7-2-14 Bx10 = 6.00 12 3 Scale = 1:76.1 2x4 11 3x4 = 46 = 3x4 = 5x6 = 46 = 21 4 22 23 5 6 247 25 8 26 9 Z20 3x6 II 2 1 xB = 16 17 EM XID 5x8 = 18 2x4 II 15 14 13 12 11 10 ST1.5x8 STP = 3x4 I I 6xB = 3x6 — 4x6 = 3x6 11 2x4 11 3x6 = 7-2-14 I9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.88 BC 0.84 WB -0.91 Matrix-SH DEFL. in (loc) I/deft Ud Vert(LL) -0.40 14 >999 360 Vert(CT) -0.78 14-15 >637 240 Horz(CT) 0.33 10 n/a n/a Wind(LL) 0.60 14 >825 240 PLATES GRIP MT20 244/190 Weight: 248lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-3-4 oc purlins, 14 2x8 SP 240OF 2.0E except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-11-3 oc bracing. 18-19: 2x8 SP 240OF 2.OE, 2-16: 2x4 SP No. 1, 4-15: 2x4 SP No.3 WEBS 1 Row at midpt 14-16, 9-11, 8-13 WEBS 2x4 SP No.3 *Except* 14-16: 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 10=Mechanical Max Horz 1=260(LC 12) Max Uplift 1=-785(LC 12), 10=-813(LC 12) Max Grav 1=1529(LC 1), 10=1530(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-734/223, 2-3=-3238/2020, 3-4=-3850/2529, 4-5=-3819/2521, 5-7=-3539/2192, 7-8=-3189/1917, 8-9= 2042/1209, 9-10- 1465/963 BOT CHORD 2-17=-1995/2929, 16-17=-1996/2938, 4-16=-244/324, 14-15=-154/295, 13-14=-1917/3189, 11-13=-1236/2079 WEBS 3-17=-17/313, 3-16=-653/1107, 14-16=-2058/3276, 5-16=-368/340, 5-14=-542/548, 9-11=-1411/2392, 7-14— 326/416, 8-11=-1144/846, 7-13=-588/516, 8-13=-822/1327 NOTES- 1) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-11-14 to 6-11-14, Interior(1) 6-11-14 to 9-0-0, Extedor(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 42-4-4 zone; cantilever left and. right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Joaquin Velez PE No.68182 1=785, 10=813. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3.3610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MITekS connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T24968327 BELLA-MELISSA-II B4 Half Hip Girder 1 3 Job Reference (optional) t3unoers mrstSource thort Fierce), t-ort Fierce, FL - 34a4b, b.43U s dun Z ZUZ I rut t eK inuU5ines, Inc. mun mug y ie;ur;oz eue r raye i ID:B_6iCi63dp8HldgXpW GfxGzEYB?-y9PUhgCx8Z00bukgw9hL1 Xjnr5PFpbS9hMBJV6ypagf 2-8-0 7-0-0 13-10.0 19-7-14 25-3-15 31-0-1 36.8-2 _ 42-6-0 2-8-0 4-4-0 6.10-0 5-9-14 5-8-2 5-8-2 5-8-2 5-9.14 Scale = 1:77.5 Special NAILEDNAILED NAILEDNAILED NAILEDNAILED NAILED NAILED NAILED NAILED NAILED Bx10 = _ 6.00 12 NAILEDNAILED 2x4 II NAILED 7x10 NAILED 4x6 NAILED 4x6 = 5x8 = 46 = NAILED 5x6 3 22 23 2425 4 26 27 528 29 30 6 31 32 337 348 35 936 37 38 10 3x6 II 2 1 3x6 11 ST1.5x8 STP = 2x4 II I I I Je 4u yr 2x4 II. NAILED 17 42 43: 16 44 45 46 15 47 4B14 13 49 50 12 51 52 53 11 Special NAILED 7xl0 = NAILED 6x8 = NAILED 4x6 5x8 = NAILED NAILED 4x6 = NAILED 3x8 I I 4x6 II NAILEDNAILED NAILEDNAILED NAILED 4x6 = NAILED NAILED NAILEDNAILED NAILED 2-8-0 ' 4-4-0 6-10-0 15-9-14 15-8.2 I9 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 0.57 BC 0.80 WB 0.71 Matrix-SH DEFL. in Vert(LL) -0.38 Vert(CT) -0.71 Horz(CT) 0.23 Wind(LL) 0.60 (loc) I/dell Ud 18 >999 360 18 >706 240. 11 n/a n/a 18 >835 240 PLATES GRIP MT20 244/190 Weight: 893 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 1-3: 2x8 SP 240OF 2.0E except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-20,4-17: 2x4 SP No.2, 20-21: 2x8 SP 240OF 2.0E 2-18: 2x6 SP M 26 "Special" indicates special hanger(s) or other connection device(s) _ WEBS 2x4 SP No.3 "Except' required at location(s)shown. The design/selection of such special 16-18: 2x4 SP No.2 connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. REACTIONS. (size) 1=0-8-0, 11=Mechanical Max Horz 1=196(LC 8) Max Uplift 1=-1820(LC 8), 11=-1869(LC 8) Max Grav 1=3125(LC 1), 11=3270(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1241/566, 2-3=-9393/5565, 3-4=-12581/7470, 4-5=-12402/7370, 5-6=-10267/5962, 6-7=-9950/5752, 7-9= 8136/4677, 9-10=-4872/2791, 10-11=-3138/1897 BOT CHORD. 2-19=-5264/8709, 18-19= 5312/8808, 17-18=-16/273, 4-18- 406/505, 16-17=-881/1507, 15-16=-5752/9950, 13-15=-4677/8136, 12-13=-2791/4872 WEBS 3-19=-771/1590, 3-18=-2276/3975, 16-18=-5213/8964, 5-18=-1476/2252, 5-16=-1585/1240, 10-12— 3213/5609, 6-16=-256/369, 9-12=-2599/1795, 6-15=-789/744, 9-13=-2196/3802, 7-15=-1252/2113, 7-13=-1684/1244 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2xB -'2 rows staggered at 0-9-0 oc, 2x6 -2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) Or (B), unless otherwise indicated. 3) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety./ntormatfon available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968327 BELLA-MELISSA-II B4 Half Hip Girder 1 3 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.43U s Jun 2 ZU21 MI I eK Inaustres, Inc. Mon Aug 9 12:U7:33 ZU21 Page 2 ID:8_6iCi63dp8H IdgXpW GfxGzEYB7-QLzsv9CZut8tD2JOUtDaZkFybVl UY2i IwOxs2Yypage NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1820, 11=1869. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 278 lb up at 7-0-0 on top chord, and 401 lb down and 258 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-76, 2-3=-54, 3-10=-54, 2-18=-20, 11-17=-20 Concentrated Loads (lb) Vert: 3=-98(B) 19=-401 (B) 6=-1 07(B) 15=-56(B) 13=-56(B) 7=-107(B) 22= 95(B) 23— 95(B) 25=-95(B) 26=-107(B) 27=-107(B) 28=-107(B) 29=-107(B) 30=-107(B) 31=-107(B) 32=-107(B) 34=-107(B) 35=-107(B) 36=-107(B) 37=-107(B) 38=-107(B) 39=-71 (B). 40=-71 (B) 41= 71(B) 42=-56(B) 43=-56(B) 44=-56(B) 45=-56(B) 46=-56(B) 47=-56(B)48=-56(B) 49=-56(B) 50=-56(B) 51=-56(B) 52=56(B) 53=-56(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety In/onnation available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty. Ply T24968328 BELLA-MELISSA-II C1 Roof Special Girder 1 1 Job Reference (optional) t3wiciers t-irsibource (tort mereej, t-on tierce, M - 34e4b, b.43U s run Z ZUe I IVII I eK IMUSIneb, InG. IV1Un Huy a Ie;V 1:04 eue 1 rdye 1 ID:13_6iCi63dp8HldgXpW GfxGzEYB?-uXW E6VDBfBGkgCuC2akp6yo5AvltHRwR9ggPa_ypagd -i1-0-0 4.5.4 i 8-4-0 13-0-0 21.3.0 29-6-0 i 34.10-12 40-3-8 42.3•S 44-6.045-6-p -0- 4-51 3-10.12 4-5-0 8.3.0 8.3-0 5-4-12 5-4-12 2-0-0 z•z-e i-p-d 6x8 = 7x10 = 6x8 = 5 23 24 6 725 Scale = 1:80.6 2 m Iv 6 Jxb = 22 21 20 Iy AM 18 el If 16 15 14 13 3x6 = 2x4 II ST1.5x8 STP= 3xB = 3x6 — 5x8 = 3x6 = 4x6 = 2x4 II ST1.5x8 STP= 6x8 = 3x4 = 3x6 = NAILED 34-10-12 4-5-4 40-3-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL . 1.25 Rep Stress Incr NO Code FBC2020/fP12014 CSI. TC 0.65 BC 0.98 WB 0.97 Matrix-SH DEFL. Vert(LL) - Vert(CT) Horz(CT) Wind(LL) in (loc) Well Ud 70.27 16-18 >999 360 -0.47 16-18 >919 240 0.10 11 n/a n/a 0.23 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 264 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-11 oc purlins. 6-7,5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. BOT CHORD 2x4 SP No-1 'Except* WEBS 1 Row at midpt 5-18, 7-18 17-19: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 21=0-8-0 Max Horz 21=322(LC 7) Max Uplift 11=-704(LC 8), 21=-1529(LC.8) Max Grav 11=1594(LC 14), 21=2291(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-514/485, 3-4=-822/840, 4-5=-814/128, 5-6= 1833/766, 6-7— 1833/766, 7-8=-2338/931, 8-9=-3140/1192, 9-1 0=-2112/81 0, 10-11=-2684/994 BOT CHORD 2-22=-387/551, 21-22=-387/551, 20-21=-752/953, 18-20=0/750, 16-18=-478/1914, 15-16=-887/2734, 14-15=-1585/4474, 13-14=-1595/4463, 11-13=-761/2252 WEBS 3-21=-406/464, 4-21— 1988/1252, 4-20=-934/1708, 5-20=-904/716, 5-18=-775/1529, 6-18=-537/471, 7-18=-274/156, 7-16=-222/876, 8-16=-992/500, 8-15=-114/562, 9-15=-17791714, 9-13=-2700/1011, 10-13=-459/1340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=704, 21=1529. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-7— 54, 7-9=-54, 9-10=-54, 10-12=54, 2-11=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality 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 T24968328 BELLA-MELISSA-II C1 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 ZU21 MI I eK Inaustnes, Inc. Mon Aug 9 1Z:U/:34 2UZ1 rage L ID:8_6iCi63dpBHldgXpWGfxGzEYB7-uXW E6VDBfBGkgCuC2akp6yo5AvltHRwR9ggPa_ypagd LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=2(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 6/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968329 BELLA-MELISSA-II C2 Roof Special 1 1 Job Reference (optional), tiDuaers rlrsibource tron rierce), FOR rierce, M - 54U40, 0.40U S JUII 4 4U41 IVII I UK II IUUb L11Ub, II— 1-11 I 9 u 1 a ui.Qu — 1 Faye I I D:8_6iCi63dp8HldgXpW GfxGzEYB?-Mj4dKrEg000aSLSOcHF2e9LC3JQ5OyXbNKQz6Rypagc 1-0- 4-4-13 8-4-0 11-0.0 17-10-9 24-7-7 31-6-0 38-3-8 40-3-8 44-6-0 4 -6- 0- 4 4-13 3-11.4 2-8-0 6-10-9 6-6-13 6-10-9 6-9-8 2-0-0 4-2-8 0- 5x6 = 3x4 = Sx6 = R nn F1_9 ,-r 5 23 24 25 6 7 26 5x8 = 27 28 8 29 Scale=1:80.6 2 J%b — 21 JU 20 19 in 17 16 I° 14 13 ST1.5x8 STP = 2x4 11 ST1.5x8 STP = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 3x6 = 3x6 = 6x8 = 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) ' -0.17 13-14 >999 360 . MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC0.79 Vert(CT). -0.35 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020/fPI2014 Matrix-SH Wind(LL) 0.21 13-14 >999 240 Weight: 248lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-19, 7-17, 9-14 REACTIONS. (size) 11=0-8-0, 20=0-8-0 Max Horz 20=277(LC 11) Max Uplift 11=-702(LC 12), 20=-1529(LC 12) Max Grav 11=1359(LC 22), 20=2080(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-962/478, 3-4=-1705/829, 4-5=-648/53, 5-6=-539/68, 6-7=-1532/599, 7-8=-2019/1037, 8-9=-2191/1160, 9-10=-2892/1624, 10-11=-2371/1300 BOT CHORD 2-21=-372/974, 20-21=-372/974, 19-20= 705/1846, 17-19=-242/1532, 16-17=-626/2018, 14-16=-725/1903, 13-14=-1453/2952, 11-13=-986/2027 . WEBS 3-21=-505/187, 3-20=-383/958, 4-26=-1829/1891, 4-19=-1562/1515, 5-19=-207/611, 6-19=-1541/1238, 6-17=-374/603, 7-17=-704/680, 8-14=-186/528, 9-14=-1180/855, 9-13= 879/587, 10-13=-686/1324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Extedor(2R) 11-0-0 to 17-0-0, Interior(1) 17-0-0 to 31-6-0, Extedor(2R) 31-6-0 to 37-6-0, Interior(1) 37-6-0 to 40-3-8, Exterior(2E) 40-3-8 to 45-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0. psf, bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=702,20=1529. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown; and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall_ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIl Ouality 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 Oty Ply T24968330 BELLA-MELISSA-II C3 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:36 2021 Page 1 ID:B_6iCi63dp8HldgXpW GfxGzEYB7-rwe7XBFSBoW R4V1 b97mHBNtRTtoTIP7kc_9Wftypagb 1-0-p 4-4-13 9-0-0 14-11-12 21-1-4 27-2-12 33.6-0 , 36-3-8 ,38-3-8, 44-6-0 45-60 0- 4-4-13 4-7-4 5-11-12 6-1-8 6-1-B 6-3-4 2-9-8 2-0.0 6-2-8 0- 5x6 = 3x4 = 2x4 11 3x6 = 3x4 = Sx8 = 6.00 12 4 25 526 6 7 8 27 28 9 5x6 = 5x6 = 3x4 i 1 10 11 3 24 29 23 2 0 3x6 = 30 22 31 21 20 19 18 2x4 11 ST1.5x8 STP = 3x6 = 5x8 6x8 = 3x8 = Scale = 1:80.6 213 17 16 15 14 ST1.5x8STP= 3x4 = 3x4 = 3x4 = 4x6 = 3x6 = 4-4-13 8-0.0 8.4r0 14-11-12 21-1-4 27-2-12 33-6-0 38-3.8 44-6-0 4-4-13 3. .40.4-0 6-7-12 6-1-8 6-1-8 6-3.4 4-9.8 6-- Plate Offsets (X,Y)-- [4:0-3-0;0-2-01, [9:0-6-0,0-2-81, [11:0-3-0,0-2-01, [20:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.20 17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.37 15-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-SH Wind(LL) 0.23 17 >999 240 Weight: 238lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-20, 5-18 REACTIONS. (size) 21=0-8-0, 12=0-8-0 Max Horz 21=-231(LC 10) Max Uplift 21=-1528(LC 12), 12=-703(LC 12) Max Grav 21=2079(LC 1), 12=1363(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-952/479, 3-4=-1718/837, 4-5=-1399/360, 5-6— 2250/908, 6-8=-2250/908, 8-9=-2515/1278, 9-10=-2364/1319, 10-11=-2064/1227, 11-12=-2375/1278 BOT CHORD 2-22=-371/964, 21-22=-371/964, 20-21=-444/1558, 18-20=-148/1399, 17-18=-923/2515, 15-17=-886/2120, 14-15=-1156/2475, 12-14=-940/2026 WEBS 3-22— 572/152, 3-21=-380/1128, 4-21 =- 1792/1955, 9-15= 261/518,.10-15=-572/445, 10-14=-810/398, 11-14=-311/827, 9-17— 136/515, 4-20=-1414/1916, 5-20=-1033/939, 8-18=-411/564, 5-18=-950/1143, 6-18=-318/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=165mph (3-second gust) V.asd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-11-12, Interior(1) 14-11-12 to 33-6-0, Exterior(2E) 33-6-0 to 36-3-8, Interior(1) 36-3-8 to 38-3-8, Exterior(2R) 38-3-8 to 44-2-0, Interior(1) 44-2-0 to 45-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 21=1528, 12=703. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type aty Ply T24968331 BELLA-MELISSA-II C4 Hip 1 1 Job Reference (optional) timaers t-Irsibource (t-on vierce), rOn varce, rL - 34U4b, 6.00 12 5x6 3x6 11 &B = 4 5 22 6 1:1.43U S Jun Z ZULI MI I eK InouStneS, Ina. Man Aug U IZ:U/:3/'LULI rage l 3x4 = 3x6 = 3x4 = 5z8 = 7 8 23 924 10 Scale = 1:79.1 JZO — 20 26 27 19 18 17 16 15 14 13 ST1.5x8 STP= 3x4 — ST1.5xB STP — 3x6 = 3x4 = 3x4 = '3x4 = 2x4 II 4x6 = 5x8 = — 4x6 = 3.9-4 7-3-1 17-3-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.29 14-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.54 14-16 >793 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.14 11 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-SH Wind(LL) 0.32 14-16 >999 240 Weight: 223lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 6-19, 8-17 WEBS 2x4 SP No.3 REACTIONS. (size) 19=0-8-0, 11=0-8-0 Max Horz 19=185(LC 11) Max. Uplift 19=-1529(LC 12), 11m-702(LC 12) Max Grav 19=2080(LC 1), 11=1362(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 835/435, 3-4=-671/404, 4-5=-1735/769, 5-6=-1733/767, 6-8=-1940/488, 8-9=-3072/1237, 9-10=-3119/1416, 10-11=-2361/1109 BOT CHORD 2-20=-342/854, 19-20=-617/1637, 17-19=-289/1940,16-17==993/3072, 14-16=-1173/3119, 13-14=-779/2018, 11-13=-781/2011 WEBS 3-20=-278/345, 4-20=-1206/408, 4-19=-428/1135, 5-19=-405/486, 10-13=01306, 10-14=-472/1220, 6-19=-2589/1806, 9-14=-390/284, 6-17=-401/745, 9-16=-160/473, 8-17=-1369/1135, 8-16=-144/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-0-0, Extedor(2R) 7-0-0 to 15-7-1, Interior(1) 15-7-1 to 37-6-0, Exterior(2E) 37-6-0 to 45-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=1529, 11=702. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply T24968332 BELLA-MELISSA-II C5 Hip Girder 1 1 Job Reference (optional) tiuucers mrsi6ource tron mercei, ron rierce, rL - a4V40, °.43U s Jun ie zUz t mt t eK inuusines, Inc. Mun Hug u ie;vt:ow zuz, rage r ID:8_6iCi63dp8HldgXpW GfxGzEYB?-FVK7ADHKUjvOxzmAr7J—p?VxUwmoykYAIyOAFCypagY 1-0-p 5-0-0 8.4-0 14-8.10 20-11-7 27-2-3 33-5.0 44-6-0 _ 4,5-" 0- 5-0-0 3-4-0 6-4-10 6-2-12 6-2-12 6-2-12 11-1-0 O THIS TRUSS IS NOT SYMMETRIC. Scale=1:79.1 PROPER ORIENTATION IS ESSENTIAL. NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED 6x12 MT20HS — NAILED NAILED — 6.00 12 6x8 — 2x4 II NAILED 4xl0 MT20HS= NAILED7x10 = NAILED 4x6 = NAILED 7x10 — NAILED Special 3 20 4 21 22 23 24525 2627 28 6 29 30 31 7 32 33 34 35 8 36 37 9 4x0 19 18 17 16 15 13 12 ST1.5x8 STP= 38 39 40 41 42 43 44 45 46 14 47 48 49 50 2x4 II ST1.5x8 STP= 8x14 MT20HS= NAILED 4x6 = NAILED 46 = NAILED 5x8 = NAILED 2x4 II 5x6 = Special 8x12 = NAILED NAILED NAILED NAILED 6A2 MT20HS= NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-0-0 8-0-0 8-4r0 14-8-10 20-11-7 27-2-3 33-5.0 39-6.0 44.6-0 5-0-0 3-0-0 0.4-0 6.4.10 6-2=12 6-2-12 6-2-12 6-1-0 5-0-0 Plate Offsets (X,Y)-- [3:0-4-0,0-1-151, [5:0-3-8,0-2-01, [6:0-5-0,0-4-81, [8:0-5-0,04-81, [9:0-9-4,0-2-81, [10:0-2-12,0-0-11, [13:0-3-8,0-2-81, [17:0-7-0,0-4-81, [18:0-2-2,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.55 15-16 >786 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.93 Vert(CT) -1.01 15-16 >426 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 - Matrix-SH Wind(LL) 0.80 15-16 >538 240 Weight: 280lb FT=20% LUMBER - TOP CHORD 2x6 SP N0.2 *Except* 1-3,9-11: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 -Except- 2-17: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-18: 2x8 SP 240OF 2.OE, 9-13,5-18,8-15,6-17,7-16: 2x4 SP No.2 REACTIONS. (size) 18=0-8-0, 10=0-8-0 Max Horz 18=137(LC 7) Max Uplift 18=-2372(LC 8), 10— 1235(LC 8) Max Grev 18=3261(LC 1), 10=2099(LC 18)' BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-11-5 oc bracing. WEBS 1 Row at midpt 9-13, 6-17 2 Rows at 1/3 pts 5-18 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-598/583, 3-4=-1371/1326, 4=5=-1373/1326, 5-6=3943/2052, 6-7=-6797/3671, 7-8=-7624/4260, 8-9=-6524/3721, 9-10=-4122/2247 BOT CHORD 2-19= 477/653, 18-19=-483/659, 17-18=-1951/3883, 16-17=-3588/6764, 15-16= 4080/7624, 13-15= 3584/6583, 12-13=-1871/3592, 10-12=-1866/3606 WEBS 3-18=-1042/1109, 4-18=-573/550, 9-12=0/415, 9-13— 1808/3155, 5-18— 5065/3221, 8-13=-979/788, 5-17=-613/1311, 8-15=-563/1119, 6-17=-3141/2068, 7-15=-205/313, 6-16=-151l706,7-16=-9901704 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Ex , C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof jive 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 jive 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) 18=2372,10=1235. 9) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 328 lb up at 5-0-0, and 205 lb down and 328 lb up at 39-6-0 on top chord, and 118 lb down at 5-0-0, and 118 lb down at 39-5-4 on bottom chord. The designtselection 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). Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 ndard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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 ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salietylnlormation.available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968332 BELLA-MELISSA-II C5 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.43U s Jun 2 ZU21 mi I eK Inaustnes, Inc. man Aug U 1'L:Uf:3U LUGI rage e I D:8_6iCi63dp8HldgXpW GfxGzEYB?-FVK7ADHKUjvOxzmAr7J—p?VxUwmoykYAIyOAFCypagY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9— 54, 9-11=-54, 2-10=-20 Concentrated Loads (lb) Vert: 3=-158(F) 6=-60(F) 9— 158(F) 19=-75(F) 12=-75(F) 13=-26(F) 8=-60(F) 17=-26(F) 15=-26(F) 7=-60(F) 16=-26(F) 20=-60(F) 21=-60(F) 22=-60(F) 23=-60(F) 25=-60(F) 27— 60(F) 28=-60(F) 29=-60(F) 30=-60(F) 31— 60(F) 33— 60(F) 35=-60(F) 36=-60(F) 37=-60(F) 38=-26(F) 39=-26(F) 40— 26(F) 41=-26(F) 42=-26(F) 43=-26(F) 44=-26(F) 45= 26(F) 46=-26(F) 47=-26(F) 48=-26(F) 49=-26(F) 50=-26(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 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 ANS11TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type I Qty Ply T24968333 BELLA-MELISSA-II CA Comer Jack 15 1 Job Reference (optional) Builders FirstSource (Fort Pierce), . Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:40 2021 Page 1 I D:8_6iCi63dp8HldgXpW GfxGzEYB?-jhuW NZIyF11 tY7LMOrrDLD2FUKKThOZKXc7koeypagX .1-0-0 1-0-0 1-0-0 1-0.0 Scale =1:7.0 m 19 0 2x4 = ST1.5x8 STP = 1-0-0 1-0-0 Plate Offsets (X Y)-- [2.0-1-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 . Vert(CT) -0.00 2 >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[TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly, applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=71(LC 12) Max Uplift 3=-B(LC 1), 2— 152(LC 12) Max Grav 3=28(LC 12), 2=130(LC 17), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other jive loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=152. Joaquin Velez PE No.68192 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. " Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANShrrPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T24968334 BELLA-MELISSA-II CJ2 Comer Jack 1 1 Job Reference (optional), ewuaers rirstz)ource iron riercej, ron rierce, rL - aya4a, o.­ - u'. . . ID:B_6iCi63dp8HldgXpW GfxGzEYB7-BtRuauJbOK9kAGwYyYMSuQaRjkfhQroTmGtHK4ypagW -1-0-0 1-0-0 1.0-0 1-0-0 Scale =1:9.5 FIDE ANCHORAGE, DESIGNED BY OTHERS, _ARINGS TO RESIST MAX. UPLIFT _ MAX HORZ. REACTIONS SPECIFIED BELOW. ADEQUATE SUPPORT REQUIRED LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc): I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 * Rep Stress Incr YES W6 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.01 2 >999 240 Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical; 3=Mechanical, 4=Mechanical Max Horz 3=55(LC 12) Max Uplift 1=-50(LC 12), 3= 28(LC 12) Max Grav 1=87(LC 17), 3=66(LC 17), 4=20(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- :1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; 9CDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)'zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date! August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall 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 . ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968335 BELLA-MELISSA-II CJ3 Comer Jack 3 1 Job Reference o tional Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 1-0-0 3x4 = ST1.5xB STP = 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:42 2021 Page 1 ID:8_6iCi63dpBHldgXpW GfxGzEYB?-f4?GoEJDneHboQVI W GthRe7Zu7_u912d_wcrsXypagV 3.0-0 1 - 3.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0:22 Vert(LL) -0.00 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >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 FBC2020ITP12014 Matrix-P Wind(LL) 0.00 2 ' " 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=126(LC 12) Max Uplift 3=-58(LC 12), 2=-161(LC 12) Max Grav 3=72(LC 17), 2=194(LC 17), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1 "=1' PLATES GRIP MT20 244/196 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=161. Joaquin Velez PE No.69182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Oualfty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelylnformationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty . Ply T24968336 BELLA-MELISSA-II CJ4 Corner Jack 1 1 Job Reference (optional) nuuuers ristaource Iron riercel, run rrerue, rL-o4v4u, ccvc, ..,...,.,v,,,.,.e ., ,..y... ID:8_6iCi63dp8HldgXpW GfxGzEYB?-7GZe?aKrYyPSPa4x4zOwzrgfsXKmullmDaMOOzypagU -1-0-0 3-0-0 1.0.0 3-0-0 Scale = 1:14.6 ADEQUATE SUPPORT REQUIRED I'HUVIUt HINL;t-IORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) -0.02 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.04 2 >999 240 - BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 4 n/a n/a BCDL . 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.06 2 >761 240 Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=Mechanical; 3=Mechanical, 4=Mechanical Max Horz 3=11 O(LC 12) Max Uplift 1=-102(LC 12), 3=-62(LC 12) Max Grav 1=173(LC 17), 3=123(LC 17), 4=59(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All.forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 1=102. Joaquin Velez PE No.68182 MiTek USA, Inc. FL'Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date! August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��� a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parka 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 T24968337 BELLA-MELISSA-II GJ31 Comer Jack 2 1 Job Reference (optional), Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:42 2021 Page 1 ID:8_6i Ci63dp8HldgXpW GfxGzEYB?-f4?GoEJDneHboQVI W GthRe7Zu7_b912d_wcrsXypagV 1-0-0 2-8-0 3-0-� 1-0-0 2-8-0 0-4-0 Scale: 1 "=1' m 6 0 m 0 0 0 3x4 = ST1.5xB STP = 2-8-0 3-0-0 2-8-0 0-4.0� Plate Offsets (X Y)-- [2:0-0-0 0-0-41, [3:0-6-4,0-2-41 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) -0.00 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB. :0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-R Wind(LL) 0.01 6 >999 240 Weight: 14lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x6 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=126(LC 12) Max Uplift 4=-34(LC 12), 2=-159(LC 12), 5=-8(LC 9) Max Grav 4=60(LC 17), 2=197(LC 17), 5=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=159. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Oty. Ply T24968338 BELLA-MELISSA-II CJ51 Comer Jack 2 1 Job Reference (optional) t5muers rustoource troy[ riercel, run riurcu, ro-- o—u, +.,.. < <..�, ,.,,. .�.,.- ...... ... ......a ., .-....... ---. ..-'.. . ID:B_6iCi63dp8HldgXpWGfxGzEYB?-cS7OD;C FXJ1kf7dgv9W3Crixa9dCYwSE5xxPypagT -1-0-0 2-8.0 5-0.0 1 0 0 2-8-0 2-4-0 Scale=1:19.2 3x6 = ST1.5x8 STP LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)" :I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.03 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL .1.25 BC 0.47 Vert(CT) -0.07 6 >804 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 5 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-R Wind(LL) 0.11 6 >505 240 Weight: 20lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly, applied or 6-0-0 oc bracing. 3-6: 2x6 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mech'anical Max Horz 2=183(LC 12) Max Uplift 4=-94(LC 12), 2=-169(LC 12), 5=-14(LC 12) Max.Grav 4=124(LC 17), 2=270(LC 17), 5=82(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3=second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except at=lb) 2=169. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web chord members only: Additional temporary and permanent bracing MiTek' prevent and/or 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 ANSYTPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety. Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968339 BELLA-MELISSA-II D1 Common Girder 1 2 Job Reference (optional) tsuuuers rustaource trort riercel, rort rrerue, rL - avavo, _ .e _U� I D:8_6iCi63dp8HldgXpW GfxGzEYB7-4fhOQGM54ZfAfuDJB0002GIwyLtpMRr3gurVTrypagS 1-0.0 7-2-0 10-8-0 14.2-0 17-5-12 21-4-0 1.0.0 7-2-0 3-6.0 3.6-0 3.3.12 3-10-4 co t1 0 4x6 11 4 ST1.5x8 STP= l ST1.5x8 STP= 3x8 II HTU2610xl6 MT20HS= HTU26 6x8 = MII HTU26 5x8 = 6x12 MT20HS HGUS26-3, HTU26 HTU26 HTU26 HTU26 7-2-0 21-4-0 Scale = 1:43.3 ov Io 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: 0.87 BC. 0.70 WB 0.96 Matrix-SH DEFL. in Vert(LL) -0.18 Vert(CT) -0.34 Horz(CT) 0.09 Wind(LL) 0.25 (loc) I/deft Ud 9-10 >999 360 9-10 >737 240 7 n/a n/a 9-10 >977 240 PLATES MT20 MT20HS Weight: 252lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins. . 4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except' 4-10: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=261(LC 7) Max Uplift 7=-4707(LC 8), 2=-3257(LC 8):. . Max Grav 7=9435(LC 1), 2=6150(LC 1) FORCES., (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12660/6532, 3-4=-9796/5090, 4-5=-9781/5078, 5-6=-12815/6511, 6-7=-15722/7875 BOT CHORD 2-11 =-5679/11157, 10-11=5679/11157, 9-10=-5666/1143B, 8-9=-6895/13B53, 7-8=-6895/13853 WEBS 3-11 =-1 882/3633, 3-10=-3460/1977, 4-10=-4375/8486, 5-10= 3B50/195B, 5-9=-1870/3932, 6-9=-2792/1414, 6-8=-1328/2845 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE No.68182 will fit between the bottom chord and an other MiTek USA, Inc. FL;Cert 6634 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6904 Parke East Blvd. Tampa FL 33610 7=4707, 2=3257. Date: 10) Use Simpson Strong -Tie HGUS26-3 (20-10d Girder, 8-10d Truss) or equivalent at 7-2-4 from the left end to connect truss(es) to front face of bottom chord. August 10,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.,° Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MOW MOW 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 . ANSYrPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T24968339 :BELLA-MELISSA-II Di Common Girder 1 2 Job Reference (optional) tjuuaers mrsi6ource (tort vierce), tort tierce, t-L - 04V40, o.4ou s.aun a eu4I tvu i eR umusuies, inu. rwun r uy a rc.ur.yo cuc i —a I. c ID:8_6iCi63dp8HldgXpW GfxGzEYB?-4fhOQGM54ZfAfuDJB0002GIwyLtpMRr3gurVTrypagS NOTES- 11) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 20-3-4 to connect truss(es) to front face of bottom chord. 12)-Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 2-7= 20 Concentrated Loads (lb) Vert: 11=-3252(F) 12=-1510(F) 13=-153B(F) 14=-1537(F) 15=-1537(F) 16=-1537(F) 17=-1537(F) 18=-1537(F)' A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with 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 verity the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of.trusses and truss systems, see . ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968340 BELLA-MELISSA-II D2 Common 6 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:47 2021 Page 1 ID:8_6iCi63dp8H IdgXpW GfxGzEYB?-01 p9ryNLbAvtuCNiJpTs7hgLO8YggSRM8CKbxkypaqQ 1-0-0 6.4-13 10-8.0 14-151-3 21-4.0 22-4-0 1-0.0 6-4-13 4-3-3 4-3-3 6-4-13 1-0-0 Scale=1:38.3 4x6 = 13 m ' Io e s 10 15 9 8 e e ST1.5x8 STP = 3x6 —_ ST1.5x8 STP = 4x6 = 3x4 = 3x4 4x6 = 6.4-13 14-11-3 21-4-0 6.4-13 B-6-7 6-4-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.18 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) . -0.32 8-10 >763 240 BCLL 0.0 Rep Stresslncr YES WB 0.50 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) :0.07 6-8 >999 240 Weight: 99lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS . 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=269(LC 11) Max Uplift2=-504(LC 12), 6=-504(LC 12) Max Grav 2=999(LC 17), 6=999(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1511/947, 3-4=-1552/1193, 4-5=-1552/1193, 5-6=-1512/947 BOT CHORD 2-10=-681/1447, 8-10_ 337/905, 6-8=-687/1246 WEBS 4-8=-564/872, 5-8=-361/500, 4-10=-564/871, 3-10=-361/500 Structural wood sheathing directly applied or 4-3-5 oc purlins. Rigid ceiling directly applied or 6-9-10 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft;,eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-8-0, Exterior(2R) 10-8-0 to 16-8-0, Interior(1) 16-8-0 to 22-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=504, 6=504. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 0ty Ply T24968341 BELLA-MELISSA-II D3 GABLE 1 1 Job Reference (optional) Limiclers Flrstbource (Fort Hlerce), Fort Pierce, FL - 3494b, 6.43U s JUn z zuxi MI I eK Industries, Inc. mon Aug B 12:ut:4tt zuzi rage l I D:8_6iCi63dp8H IdgXpW GfxGzEYB7-UENX210_MU 1 kW LyusW_5gvN RjYsIZyl VNs394AypagP 1-0-0 3-0-0 10-8-0 18-4.0 21-4-0 �22-4-0 1-0-0 3-0-0 7-8-0 7-8-0 3-0-0 1-0-0 Scale=1:40.8 NAILED 28 NAILED 7x10 i NAILED 27 6.00 12 NAILED 3 20 2 ri 21 22 ST1.5xB STP = NAILED NAILED Special 3x4 = 4x6 = NAILED 4 Top chord must be braced by end jacks, NAILED roof diaphragm, or properly connected NAILED 30 puffins as specified. 29 NAILED 31 NAILED 32 7x10 NAILED: 5 7XI0 = m 0 7 63 8 Iv 6 23 10 24 25 26 9 e e NAILED NAILED NAILED NAILED ST1.5x8.STP= 5x8 __ Special p 3x4 = NAILED 3-0.0 10-8-0 18-4.0 21-4-0 3.0.0 7-8.0 7-6-0 3-0-0 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [7i0-2-0,Edge], [10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20:0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr . NO BCDL 10.0 Code FBC20201TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS.. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-269(LC 6) Max Uplift 2=-541(LC 8),:7=-595(LC 8) Max Grav 2=884(LC 1), 7=925(LC 1) CSI. DEFL. TC 0.83 Vert(LL) BC 0.81 Vert(CT) WB :0.29 Horz(CT) Matrix-SH Wind(LL) BRACING - TOP CHORE BOT CHORE JOINTS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=-1603/779, 3-5=-502/319, 5-6=-502/319, 6-7=-1690/895, 3-4=-873/462, 4-6=-873/462 BOT CHORD 2-11=-612/1395, 10-11=-625/1380, 9-10=-717/1451, 7-9= 714/1472 WEBS 3-11=0/289; 5-10=0/452, 6-10=-258/242, 6-9=0/289, 4-5=-i6/459 in (loc) I/defl Ud -0.09 9-10 >999 360 -0.19 9-10 >999 240 0.05 7 n/a n/a 0.08 9-10 >999 240 PLATES GRIP MT20 244/190 Weight: 139 lb FT = 20% Structural wood sheathing directly applied or 4-3-4 oc purlins. Rigid ceiling directly applied or 6-10-7 oc bracing. 1 Brace at Jt(s): 5 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3=second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=601t; eave=7ft;.Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind.loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any.other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=541, 7=595. 11) Graphical puffin representation does not depict the size or the orientation of the purl in along the top and/or bottom chord. 12) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x&25") toe -nails per NDS guidfines. 13) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 31 lb down at 3-0-0, and 75 lb down and 82 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) 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 Joaquin Velez PE No.68182 M[Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII 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 T24968341 BELLA-MELISSA-II D3 GABLE 1 1 Job Reference o tional Builders FirstSource (Fort Pierce), Fort Pierce, FL- 34945, 8.43U s Jun 2 zuzl MI I eK Industries, Inc. Mon Aug 9 IX:UI:4t7 2UZ1 rage z ID:8_6i Ci63dp8HldgXpW GfxGzEYB?-UENX210_MU1 kW LyusW_5gvNRjYsIZyl VNs394AypagP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 6-8— 54, 2-7=-20, 3-4=-54, 4-6=-54 Concentrated Loads (lb) Vert: 11=-16(B) 10=-6(B) 9=-75(B) 20=-3(B) 21=-6(B) 22=-6(B) 23=-6(B) 24=-6(B) 25=-6(B) 26=-6(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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/TPII Duality 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 T24968342 BELLA-MELISSA-II EJ3 Jack -Open 9 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 1-0.0 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:49 2021 Page 1 ID:8_6iCi63dp8H IdgXpW GfxGzEYB7-yQwvGePc7o967VX5QEVKD6wm7yNXISnfbW picdypagO 3-0.0 1 Scale: 1 °=1' 3x4 = ST1_.5x8 STP = 3-0-0 3-0-0 Plate Offsets (X Y)-- [2:0-4-4 0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >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/TP12014 Matrix-P Wind(LL) 0.00 2 "** 240 Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=126(LC 12) Max Uplift 3=-58(LC 12), 2=-161(LC 12) Max Gram 3=72(LC 17), 2=194(LC 17), 4=52(LC 3) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate,grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=161. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must 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 Injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968343 BELLA-MELISSA-II EJ5 Jack -Open 19 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:50 2021 Page 1 I D:8_6iCi63dp8H IdgXpW GfxGzEYB7-QcUHTzQEu5HSIf6H_xOZIKSpOMgti vl oq"G83ypagN 1-0-0 5-0.0 1-0.0 5-0-0 Scale=1:17.0 3x6 = ST1.5x8 STP= 5.0-0 5-0-0 Plate Offsets (X,Y)-- [2:0-6-4,0-0-10]_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >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-P Wind(LL) 0.00 2 *"* 240 Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=183(LC 12) Max Uplift 3=-134(LC 12), 2=-172(LC 12) Max Grav 3=149(LC 17), 2=264(LC 17), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=134, 2=172. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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 ANSUTPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saletylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968344 BELLA-MELISSA-II EJ7 Jack -Open 14 1 Job Reference (optional) nunaers rlrsiouurce trun rrereel, run rrerc'e, rL - 04U40, ^.e - . -I- ' ID:8_6iCi63dp8HldgXpW GfxGzEYB?-uo2ghJQsfPPJNphTYfXoIX?ylmvBmMHy3plpgVypagM -1-0-0 7.0-0 1.0.0 7-0-0 4x6 = ST1.5x8 STP = 11 4 m 19 m Scale=1:24.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.08 2-4 >990 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.18 2-4 >441 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.17 2-4. >477 240 Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=240(LC 12) Max Uplift 3=-177(LC 12), 2=-192(LC 12) Max Grav 3=205(LC 17), 2=340(LC 17), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-2-0 oc puriins. Rigid ceiling directly.applied or 9-5-7 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=177. 2=192. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to 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 . ANS11Tplr Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply T24968345 BELLA-MELISSA-II EJ31 Jack -Open 8 1 Job Reference (optional) Cuiiaers Flrstbource (Fort Flerce), Fort Nterce, FL - J4u4b,tl.4JU s Jun Z ZUZ I MI I eK muusine5, Inc. Ivion mug u IZ:U/ mu ZUZ I raye I I D:8_6iCi63dp6HldgXpW GfxGzEYB?-QCUHTZQEu5HSIf6H_xOZI KSxgMjYl vl ogAYG83ypagN -1-0.0 3.0-0 1-0-0 3-0-0 Scale: 1 °=1' 3x4 = 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TIC0.22 Vert(LL) -0,00 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) ; 0.00 3 n/a ri/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD2x4 SP No2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-3-0 Max Horz 2=126(LC 12) Max Uplift 3=-70(LC 12), 2=-141(LC 12) Max Grav 3=85(LC 17), 4=56(LC 3), 2=185(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 2441190 Weight: 11 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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 withstariding 100 lb uplift at joint(s) 3 except (jt=lb) 2=141. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety.lnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t Qty Ply T24968346 BELLA-MELISSA-II EJ71 Jack -Open 4 1 Job Reference (optional) bulloers rlrslJOurca trort riercef, ron rierce, rL - 04y40, 0.4JV S Jun 4 4U4I IVII r UK I11UUbUltls, IIIU. IVIU11 Huy V 14:U/:04 GU4I raytl r ID:8_6iCi63dp8HldgXpW GfxGzEYB?-N?c2ufRUQjXA_zGg5M21 gIY6c9E2VpX5HT1 MDyypagL -1-0.0 2-8-0. 7-0-0 1-0.0 2-8-6 4-4-0 A 3x8 = 2x4 11 ST1.5x8 STP = 0 2-8.0 .13:0-1-10.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.90 Vert(LL) 0.10 6 >756 360' TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.21 6 >380 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.15 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Wind(LL) 0.31 6 >256 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2, 3-5: 2x4 SP No.1 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=240(LC 12) Max Uplift 4=-148(LC 12), 2=-188(LC 12), 5— 19(LC 12) Max Grav 4=183(LC 17), 2=347(LC 17), 5=120(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:24.8 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing: NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3=second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=148, 2=188. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 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 r Qty Ply T24968347 BELLA-MELISSA-II FG1 Flat Girder 1 2 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:07:53 2021 Page 1 I D:B_6iCi63dp8HldgXpW GfxGzEYB7-rBAQ67S6BOfi c7rsf3aGNy4QUZi? EEwEW 7nwlOypagK 4-10-5 9-5-0 13-11-11 _ 18-10-0 4-10-5 4-6-11 4-6-11 4-10-5 THIS TRUSS IS DESIGNED TO BE USED FOR ROOF APPLICATION ONLY. 5x8 _ 46 = 3x6 = 2x4 11 46 = 15 16 17 2 18 3 19 4 20 21 5 22 23 Scale=1:31.4 5x8 = 24 6 3x4 II 4x0 4x12 = 3x6 = 4xo 3x4 II 4-10-5 8-9-0 9-5.010-1-0 13-11-11 18-10-0 J 4-10-5 3-10-11 0-8.0 0-8-0 .3-10-11 4-10-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.02 8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.04 13-14 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.03 13 >999 240 Weight: 180lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-14,6-7,4-11: 2x8 SP 240OF 2.0E REACTIONS. All bearings 0-11-0 except Gt=length) 11=1-4-0, 12=0-3-81 10=0-3-8. (lb) - Max Horz 14=-54(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 14=-591(LC 4), 7=-589(LC 5), 11=-641(LC 8), 12— 145(LC 8), 10=-144(LC 8) Max Grav All reactions 250 lb or less at joints) except 14=698(LC 1), 7=698(LC 1), 11=700(LC 1), .12=411(LC 3), 10=411(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-631/596, 1-2=-970/615, 2-4=-342/552, 4-5=-342/552, 5-6=-970/606, 6-7=-631/594 BOT CHORD 12-13=-615/970, 11-12=-615/970, 10-11=-606/970, 8-10=-606/970 WEBS 1-13=-502/807, 2-11 =- 1562/983, 4-11= 644/489, 5-11 =-1 562/971, 6-8=-494/807 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 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 591 lb uplift at joint 14, 589 lb uplift at joint 7, 641 lb uplift at joint 11, 145 lb uplift at joint 12 and 144 lb uplift at joint 10. Joaquin Veld PE No.66162 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 269 lb up at MiTek USA, Inc. FL Cart 6634 0-3-10, 111 lb down and 146 lb up at 1-0-1, 123 lb down and 146 lb up at 2-11-12, 123 lb down and 146 lb up at 4-11-12, 123 lb 6904 Parke East Blvd. Tampa FL 33610 down and 146 lb up at 6-11-12, 123 lb down and 146 lb up at 8-11-12, 123 lb down and 146 lb up at 9-10-4, 123 lb down and 146 Date: lb up at 11-10-4, 123 lb down and 146 lb up at 13-10-4, 123 lb down and 146 lb up at 15-10.-4, and 111 lb down and 146 lb up at 17-9-15, and 182 lb down and 269 lb up at 18-6-6 on top chord. The design/selection of such connection device(s) is the August 10,2021 ithers. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII.7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII 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 T2496B347 BELLA-MELISSA-II FG1 Flat Girder 1 2 Job Reference (optional) 9ullders First50ufce (Fort Pierce), Fort Pierce, FL - 34945, 8.43U S Jun 2'LU21 MI I eK Industries, Inc. Mon Aug 9 izw:w Luzi Page z ID:8_6iCi63dp8HldgXpW GfxGzEYB?-rBAQ6?S6BOf1 c7rsf3aGNy4QuZi?EEwEW7nwlOypagK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 7-14=-20 Concentrated Loads (lb) Vert: 1=-182 6=-182 2=-123 5=-123 15=-111 16=-123 18=-123 19=-123 20=-123 21=-123 23=-123 24=-111 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is. based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITBK• 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 Duality 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 T24968348 BELLA-MELISSA-II FG2 Flat Girder 1 2 Job Reference (optional) tiwioers rimaource tron rierce), run rierce, rL - J4`J4J, 0.40U s Jun c cuc 1 ,vn r ee uwusures, urc. w,Ur i nuy a ,c.U/.AJ cuc, rnyn , I D:8_6iCi63dp8HldgXpW GfxGzEYB?-rBAQ6?S6BOf1 c7rsf3aGNy4NwZkFEAhEW 7nwlOypagK 3-2-0 6-4-0 3-2-0 3-2-0 Scale: 1 "=1' 3x8 = 7 2x4 11 2 8 3x8 = 9 3 3x6 11 ST1.5xBSTP= 3x6 11 - ST1.5x8 STP= THIS TRUSS IS DESIGNED TO BE USED FOR ROOF APPLICATION ONLY. LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. in (loc) . I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.02 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.03 5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.39 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-P Weight: 64 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-6,3-4: 2x8 SP 240OF 2.0E REACTIONS. (size) 6=0-8-0, 4=0-8-0 Max Horz 6=-54(LC 6) MaxUplift 6=-623(LC 4), 4=-844(LC 8) Max Grav 6=1111(LC 1), 4=1135(LC 1) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1058/615, 1-2=-1929/1135, 2-3=-1929/1135, 3-4=-1082/836 WEBS 1-5=-1204/2053, 2-5=-1395/890, 3-5=-1207/2053 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 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 623 lb uplift at joint 6 and 844 lb uplift at joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 701 lb down and 429 lb up at 1-7-4, 824 lb down and 567 lb up at 3-7-4, and 113 lb down and 145 lb up at 5-6-15, and 185 lb down and 268 lb up at 6-0-6 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 (pif) Vert: 1-3=-54, 4-6=-20 Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TpI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type : r Qty Ply T24968348 BELLA-MELISSA-II FG2 Flat Girder 1 2 Job Reference (optional) tiuuoers rlrstbource trOrt rlerce], tort rierce, M - 54tKO, 0.4ou a dui r c .— rvu i en a iuuau,w, u— ,v,vn r.uy a —.., — —1 , , -'c I D:8_6iCi63dp8HldgXpW GfxGzEYB?-rBAQ6?S6BOf1 c7rsf3aGNy4NwZkFEAhE W 7nw[OypagK LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-185 7=-701 8=-824 9=-113 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020. BEFORE USE. " Design valid for use only with 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' 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 ANSYTPll Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety.lntormation available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply T24968349 BELLA-MELISSA-II FG3 Flat Girder 1 2 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2.021 MiTek Industries, Inc. Mon Aug 9 12:07:54 2021 Page 1 ID:8_6iCi63dp8HldgXpW GfxGzEYB?-JNkoJLTkyKnuEGP2Dn5VwAdYUz4dzeVOInWTHgypagJ 3-0-0 6.0-0 r 3-0.0 3-0-0 3x8 = 2x4 11 3x8 = Scale=1:11.7 3X4 11 " �or=v rvn nvvr .,� uvn i viv ..n.�. i . 3X4 11 ' ST1.5z8 STP= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.02 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC0.08 Vert(CT) . -0.02 5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:61 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except` BOT CHORD 1-6,3-4: 2x8 SP 240OF 2.0E REACTIONS. (size) 6=0-4-0, 4=0-8-0 Max Horz 6=-54(LC 6) Max Uplift 6=-674(LC 4), 4=-781(LC 8) Max Grav 6=1196(LC 1), 4=1026(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. _ TOP CHORD 1-6=-1145/66611-2=-1732/1029, 2-3= 1732/1029, 3-4=-975/773 WEBS 1 -5=- 1099/1856, 2-5=-1331/856, 3-5=-1103/1856 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly.applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. . 3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 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 674 lb uplift at joint 6 and 781 lb uplift at joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 701 lb down and 429 lb up at 1-3-4, 824 lb down and 567 lb up at 3-3-4, and 113 lb down and 145 lb up at 5-2-15, and 185 lb down and 268 lb up at 5-8-6 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 (pif) Vert: 1-3=-54, 4-6=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 1Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��" a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MID 20601 Tampa, FL 36610 Job Truss Truss Type , r Qty Ply T24968349 BELLA-MELISSA-II FG3 Flat Girder 1 2 Job Reference (optional) Builders FIrStSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MI I eK Industries, Inc. Mon Aug 9 1Z:U7:54 ZUL1 Page Z ID:8_6iCi63dpBHldgXpW GfxGzEYB?-JNkoJLTkyKnuEGP2Dn5VwAdYUz4dzeVOInWTHgypagJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-824 3=-185 7= 701 8=-113 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 ANSIITP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t Oty Ply T24968350 BELLA-MELISSA-II G1 Common 1 1 Job Reference (optional) Builders I-Irstbource (tort vierce), port vierce, FL - a494b, tr.43U s dun z zuz i mi i eK inuumnes, inc. mun mug a iz:ui:oo cue r rdge i ID:8_6iCi63dp8HldgXpW GfxGzEYB?-nalAW hUNjewlr0_EnUckSNAj RNEji7OX_RG 1 pGypagl 1-0-0 5-0.4 9-6-0 13-11-12 19.0-0 20.0-0 1-0.0 5-0.4 4-5-12 4-5-12 5-0.4 1-0-0 Scale=1:33.7 4x6 = 3x6 = 3x6 = 5x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0, ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.55 BC 0.86 WB 0.21 Matrix-SH DEFL. in Vert(LL) -0.14 Vert(CT) -0.30 Horz(CT) 0.03 Wind(LL) 0.06 (loc) I/defl Ud 6-8 >999 360 6-8 >749 240 6 n/a n/a 2-8 >999 240 PLATES GRIP MT20 244/190 Weight: 85lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-0, 6=0-3-0 Max Horz 2=242(LC 11) Max Uplift 2=-451(LC 12), 6— 451(LC 12) ' Max Grav 2=755(LC 1), 6=755(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/1041, 3-4=-868/775, 4-5=-868/775, 5-6=-1151/1041 BOT CHORD 2-8=-800/1094, 6-8=-800/992 WEBS 4-8=-368/530, 5-8=-405/526, 3-8=-404/526 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-10-5, Interior(1) 4-10-5 to 9-6-0, Exterior(2R) 9-6-0 to 15-6-0, Interior(1) 15-6-0 to 20-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 451 lb uplift at joint 2 and 451 lb uplift at joint 6. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 I" 0 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED-MITEK REFERENCE PAGE,MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Duality 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 , Oty . Ply T24968351 BELLA-MELISSA-II G2 GABLE 1 1 Jab Reference (optional) Cunaers rlrsioource Iron tierce/,rorr r,erce, rL - 04U40, o.•rw a .... «:­ ,.... ­ ..,.,,. ID:B_6iCi63dp8H IdgXpW GfxGzEYB?-FmrZk1 U?Ux2cTaZRKC7z?bivkmdBRaGhC5?aMjypagH 1-0-0 3-0-0 9-6-0 16.0-0 19.0-0 20-0-0 1-0-0 3-0-0 6-6-0 6-6-0 3.0., 1-0.0 Scale = 1:41.5 NAILED 4x6 NAILED Top chord must be braced by end jacks, 22 4 23 roof diaphragm, or properly connected purlins as specified. NAILED NAILED 6.00 F12 21 24 NAILED NAILED 5x8' \\ 20 25 NAILED NAILED 5xB 3 5 m 0= d 2 7 m '- 1 e Io 11 26 27 28 10 29 30 31 9 3x4 = NAILED NAILED NAILED NAILED 3x4 = Special 5x8 = Special NAILED NAILED 0-1.0 3-0.0 9.6-0 16-0-0 _ 18-11-0 19,0-0 0- -0 2-11-0 6-6-0 6-6.0 2-11-0 0-11-0 Plate Offsets (X Y)-- [2:0-1-120-1-8] [7:0-1-12 0-1-81 [10:0-4-0 0-3-0] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) _ -0.06 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.13 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB. 0.21 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.07 9-10 >999 240 Weight: 120lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 5 OTHERS 2x4 SP No3 REACTIONS. (size) 2=0-3-0, 7=0-3-0 Max Horz 2=-242(LC 6) Max Uplift 2=-590(LC 8), .7=-590(LC 8) Max Grav 2=878(LC 1), 7=878(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1594/958, 3-4=-846/486, 3-5=-509/367, 5-6=-509/367, 4-6=-846/486, 6-7=-1594/958 BOT CHORD 2-11=-776/1388, 10-11=-776/1388, 9-10=-776/1388, 7-9=-776/1388 WEBS 3-10=-259/227, 5-10=-34/404, 4-5=-65/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3=second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpj=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry. Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection, (by others) of truss to bearing plate capable of withstanding 590 lb uplift at joint 2 and 590 lb uplift at joint 7. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Joaquin Velez PE No.68182 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 74 lb up at MiTek USA, Inc. FL Cart 6634 3-0-0, and 60 lb down and 74 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the 6904 Parke East Blvd. Tampa FL 33610 responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face, of the truss are noted as front (F) or back (B). Date: August 10,2021 ndard A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not^ - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to 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 passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r Qty Ply T24960351 BELLA-MELISSA-II G2 GABLE 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.4313 s Jun 2 2U21 MI I eK Inaustnes, Inc. noon Aug 9 12:u/:bb euzi rage 2 ID:0_6iCi63dp8HldgXpW GfxGzEYB?-FmrZkt U?Ux2cTaZRKC7z?bivkmd8RaGhC5?aMjypagH 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, 4-6=-54, 6-8=-54, 2-7=-20 Concentrated Loads (lb) Vert: 3=-10(B) 6=-10(B)11=-60(B) 9=-60(B) 20=-1O(B) 21=-i0(B) 22=-10(B) 23=-10(B) 24=-1O(B) 25=-10(B) 26=-8(B) 27=-8(B) 28= 8(B) 29=-8(B) 30=-8(B) 31=-8(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properiylncorporate 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 ANSUlPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 1 Qty Ply T24968352 BELLA-MELISSA-II G3 Monopitch 3 1 Job Reference (optional) 8unclers Hfswource (port Fierce), FOR tierce, M - 34U4b, 8.4JU 5 JUH• a LUe 1 IVII !UK II IUUSII1.b, 111U. IVIUII mug a I4. 1r 1 ava I ray. I ID:8_6iCi63dp8HldgXpW GfxGzEYB7-jyPxxNVdFFAT5k8duveCXoF69A3gAzTgRll7u9ypaqG 2-9-12 6-0.0 2.9.12 3-2-4 2x4 II 2x4 ST1.5xBSTP= 6 Scale: 3/8"=l' m m ur 3x6 = 0 a 7 ST1.5x8 STP= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Lid TCLL 20.0 Plate Grip DOL 1.25 TIC 0.34 Vert(LL) -0.04 4-5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.08 4-5 >851 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.00 5 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP.No.2 *Except* BOT CHORD 2-4,2-5: 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 7=0-8-0 Max Hors 6=158(LC 12) - Max Uplift 6=-4(LC 12), 7=-210(LC 12) Max Grav 6=205(LC 1), 7=267(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-353/874, 4-7= 332/541. BOT CHORD 4-5=-589/288 WEBS 1-5=-214/492, 2-4=-316/684, 2-5=-629/187 m m PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 7-7-7 oc bracing. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6, 7 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 6 and 210 lb uplift at joint 7. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. ' -Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to 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 . ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t Qty Ply T24968353 BELLA-MELISSA-II HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirslSource (Fort Pierce), Fort Pierce, FL. - 3494b, m4Ju s dun z zuz i iwi i eK inuusures, urc. rviun r uy a icvr ao cvc i rayu r ID:B_6iCi63dp6HldgXpW GfxGzEYB7-B9zJ9i W FOZI KjujpSd9R40olZaTOvXOzgPUhQbypagF 1-5-0 3-0-12 _ 1-5-0 3.0-12 2x4 = 3-0-12 Scale =1:9.9 3-0-1P LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC- 0.05 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code F13CM20fTPl2014 Matrix-P Wind(LL) 0.00 2 >999 240 Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=103(LC 8) Max Uplift 3= 45(LC 5), 2=-247(LC 8) Max Grav 3=32(LC 1), 2=193(LC 1), 4=41(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use.of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3 and 247 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x9.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 2-4- 20 Concentrated Loads (Ib) Vert:.5=22(B) 6=30(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to buckling of individual truss web chord members only. Additional temporary and permanent bracing Mffek' prevent and/or is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type aty Ply T24968354 BELLA-MELISSA-II HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 1-5-0 2x4 = 1:1.43U s Jun z zuzl mi i eK InaUSrneS, Inc. coon Aug a 1z:ut mo zuz i rage I I D:8_6iCi63dp8HldgXpW GfxGzEYB7-B9zJ9i W FOZIKj ujpSd9R40olZaRuvXOzgPUhQbypagF Scale: 1"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)_ Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 2-4 >999 240 BCLL 0.0 ' Rep Stresslncr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P. Wind(LL) 0.00 2 "" 240 Weight: 15 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=125(LC 8) Max Uplift 3=-83(LC 8), 2= 248(LC 8) Max Gra , 3=68(LC 1), 2=225(LC 1), 4=76(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to'girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 248 lb uplift at joint 2. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design Is based. only upon parameters shown,, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall . building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply T24968355 BELLA-MELISSA-II HJ5 Diagonal Hip Girder 2 1 Job Reference o tional Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 3x4 = 8.430 s Jun 2 2021 MI I eK Industries, Inc. Mon Aug 9 12:U8:UU 2U2i vage 1 I D:8_6iCi63dp8HldgXpW GfxGzEYB7-8X53aOXVXAYI yBtCZ2Cv9RtVCOOrNRVG7jznVUypagD 7-0-2 7.0-2 Scale = 1:17.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.09 2-4 >916 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.19 2-4 >421 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Wind(LL) 0.08 2-4 >983 240 Weight: 24lb FT=20% LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-10-9, 4=Mechanical Max Horz 2=182(LC 8) Max Uplift 3=-149(LC 8), 2=-267(LC 8) Max Grav 3=175(LC 1), 2=352(LC 1), 4=123(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 267 lb uplift at joint 2. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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, 2-4=-20 Concentrated Loads (lb) Vert: 5=18(F=22, B=4) 6=-38(B) 8=-1(B) Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19l2020 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 MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety, Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T24968356 .BELLA-MELISSA-II HJ7 Diagonal Hip Girder 1 1 Job Reference o tional Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, a.4JU s ,fun z zuzi MITeK Indusines, Inc. Mon Aug a i2:08:00 202 i rage r ID:8_6i Ci63dp8H IdgXpW GfxGzEYB?-8X53aOXVXAYI yBtCZ2Cv9RtYnOvfNM W G7j7nVUypagD 1-5-0 3-8-8 5-11-12 9-10-1 1-5-0 3-8-8 2-3-4 3-10-5 Scale=1:23.1 v m N' O u) m O O 2X4 11 3x4 = Special Plate Offsets (X Y)-- [2.0-2-1 Edge] [3.0-9-3 0-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.22 9 >510 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.41 9 >278 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2020fTPl2014 Matrix-SH Wind(LL) 0.36 9 >311 240 Weight: 43lb FT=20% LUMBER- BRACING - TOP CHORD 2X4 SP M 31 TOP CHORD BOT CHORD 2x4 SP No.2 `Except* BOT CHORD 3-9: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-10-15, 7=Mechanical Max Horz 2=239(LC 8) Max Uplift 5=-86(LC 8), 2=-368(LC 8), 7=-208(LC 8) Max Grav 5=79(LC 1), 2=475(LC 1), 7=359(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-11001620 BOT CHORD 3-8=-725/1058, 7-8=-725/1058 WEBS 4-8=-102/313, 4-7=-1106/758 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=71t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 5, 368 lb uplift at joint 2 and 208 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb up at 1-4-15, 92 lb up at 1-4-15, 14 lb down and 69 lb up at 4-2-15, 14 lb down and 69 lb up at 4-2-15, and 29 lb down and 134 lb up at 7-0714, and 29 lb down and 134 lb up at 7-0-14 on top chord, and at 1-4-15, at 1-4-15, 12 lb down and 20 lb up at 4-2-15, 12 lb down and 20 lb up at 4-2-15, and 37 lb down and 35 lb up at 7-0-14, and 37 lb down and 35 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility.of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 2-9=-20, 3-6=-20 Concentrated Loads (lb) Vert: 10=44(F=22, B=22) 11=-3(F— 1, B— 1) 12=45(F= 23, B=-23) 14=-25(F— 12, B— 12) 15=-74(F= 37, B= 37) Joaquin Velez PE No.69162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not OFDesign a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Duality 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 T24968357 BELLA-MELISSA-II HJ31 Diagonal Hip Girder 2 1 Job Reference (optional) Builders Firstbiource (Fort Fierce), Fort Fierce, FL - 34bi4b, 0.4J1.0 5 dun z zuz t Mi i eK I1­113U5Ure5, urc. rnun r+uy a rcw av cuc r rayn i ID:B_6iCi63dp8HldgXpW GfxGzEYB7-fLXhM2XtnsQBK210OKggdDKSo_oLe_G7u3EEz2ypagE -1-6.6 4-0-12 1-6-6 4-0-12 Scale: 1 "=1' 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defj Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC202b/TP12014 Matrix-P Wind(LL) 0.00 2-4 >999 240 Weight: 15lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-10-11, 4=Mechanical Max Horz 2=125(LC 8) Max Uplift 3=-67(LC 8), 2=-274(LC 8) Max Gram 3=88(LC 13), 2=219(LC 1). 4=58(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-12 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord jive 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 67 lb uplift at joint 3 and 274 lb uplift at joint 2. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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, 2-4=-20 Concentrated Loads (lb) Vert: 5=59(F=29, B=29) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Duality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type + Qty Ply T24968358 BELLA-MELISSA-II V1 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:08:01 2021 Page 1 I D:8_6iCi63dp8HldgXpW GfxGzEYB?-ckfSnkY7lUguaLS07liBiePrmnSl 6ulQMNj Li wypagC 2-0-8 4-1-0 2-0-8 2-0.8 3x6 = 2 2x4 i 2x4 Scale =1:7.8 v so 6 01018 4-0-8 Plate Offsets (X,Y)-- 12:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 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 Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=-33(LC 10) Max Uplift 1==55(LC 12), 3=-55(LC 12) Max Grav 1=104(LC 1), 3=104(LC 1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed; end vertical left elglosed;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 55 lb uplift at joint 1 and 55 lb uplift at joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. " Design valid for use only with 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 ANS117Pll Ouality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968359 BELLA-MELISSA-II V2 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 3-0-8 2x4 2x4 11 8.430 s Jun 2 2021 MiTek Industries, Ind. Mon Aug 9 12:08:02 2021 Page 1 ID:8_6iCi63dp8HldgXpW GfxGzEYB7-4wDq_4Zm3nolBV1 bhSENEsy_UBpCrKnZb1 SuZMypagB 6-1-0 3-0-8 46 = Scale = 1:13.0 6-1-0 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P v =o 0 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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=6-0-0, 3=6-0-0, 4=6-0-0 Max Horz 1=56(LC11) Max Uplift 1=-62(LC 12), 3=-62(LC 12), 4=-62(LC 12) Max Grav 1=91(LC 17), 3=100(LC 18), 4=178(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-129/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 62 lb uplift at joint 1, 62 lb uplift at joint 3 and 62 lb uplift at joint 4. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t Qty Ply T24968360 BELLA-MELISSA-II V3 Valley 1 1 Job Reference (optional) Builders Firssource (Fort Pierce), Fort Pierce, FL - 34945, 5-0.8 v 0 0 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:08:03 2021 Page 1 ID:B_6iCi63dp8H IdgXpW GfxGzEYB?-Y6nCCQaOg5wcpfbnFAlcn3V6nb24anTjphCS6pypagA 10-1-0 46 = Scale = 1:18.1 3x6 2x4 11 3x6 0- -8 10-1-0 0- -8 10-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 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 FBC2020/TP12014 Matrix-SH Weight: 32lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=10-0-0, 3=10-0-0, 4=10-0-0 Max Horz 1= 102(LC 10) Max Uplift 1=-90(1-C 12), 3=-90(LC 12), 4=-162(LC 12) MaxGrav 1=151(LC 17), 3=166(LC 18), 4=362(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-221/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft;.B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 90 lb uplift at joint 1, 90 lb uplift at joint 3 and 162 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968361 BELLA-MELISSA-11 V4 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun z zuzl mi i eK inaustnes, Inc. mon Aug a iz:ua:u4 zuzi rage t 1 D:8_6iCi63dp8HldgXpW GfxGzEYB7-OJKaPmaObP2TRpAzotGrKH 1 J77QmJDns2Lx7eFypag9 7-0.8 7-0-8 2.4.0 R O O 46 = 7 6 5 3x4 i 2x4 II 2x4 II 2x4 II a v N Scale: 1/2"=1' 0- -8 0- -8 7-0-8 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) n/a n/a 999 BCLL .0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-4-0. (lb) - Max Horz 1=121(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-223(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=374(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-271/585 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph,(3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-0-8, Extedor(2E) 7-0-8 to 9-2-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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, 6 except Qt=lb) 7=223. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 ,A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITPlr Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Saretylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Qty Ply T24968362 BELLA-MELISSA-II V5 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:08:04 2021 Page 1 ID:8_6iCi63dpBHldgXpWGfxGzEYB7-OJKaPmaObP2TRpAzotGrKH1 HP705JCQs2Lx?eFypag9 9-0.8 _ 11-4-8 9-0-8 2-4-0 a 0 0 4x6 = 3x4 p 7 6 5 2x4 11 2x4 11 2x4 11 Scale = 1:29.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH, Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-4-0. (lb) - Max Horz 1=178(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-286(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=477(LC 17) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/138 WEBS 2-7=-348/663 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph' (3-second gust) Vasd=128mph; TCDL=4.20sf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-7=9; Interior(1) 6-7-9 to 9-0-8, Extedor(2E) 9-0-8 to 11-2-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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, 6 except (jt=lb) 7=286. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' ' ' Qty Ply T24968363 BELLA-MELISSA-II V6 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:08:05 2021 Page 1 I D:8_6iCi63dp8HldgXpW GfxGzEYB?-UVuyd6beMiAK2zl9Mbn4sUaODPkv2fE?H?hYAhypag8 1-1-0 9-5-0 11-9-0 1-1-0 9-5-0 2-4-0 4x6 = Scale=1:34.0 3x8 11 9 12 8 7 2x4 11 2x4 11 2x4 11 9-5-0 11-9-0 9-5-0 2-4-0 Plate Offsets (X Y)-- [2:0-5-13 Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc), I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.01 1 n/r . 120 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 65lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 3-3-8 REACTIONS. All bearings 11-9-0. (lb) - Max Horz 2=238(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 8 except 2=-101(LC 12), 9=-334(LC 12) Max Grav All reactions 250 lb or less at joints) 7, 8 except 2=256(LC 17), 9=641(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 317/160 WEBS 4-9= 417/759 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 9-5-0, Exterior(2E) 9-5-0 to 11-7-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8 except Gt=lb) 2=10119=334. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r ' ' Qty Ply T24968364 BELLA-MELISSA-II V7 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL- 34945, a a 0 2x4 i 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:08:06 2021 Page 1 ID:8_6iCi63dp8HldgXpW GfxGzEYB?-yhSLgScG701Bg6KMwlIJPi7hBoAXn9?9VfQ6i8ypag7 2-9-8 1 2x4 11 Scale = 1:9.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-P Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-9-0, 3=2-9-0 Max Horz 1=58(LC 12) Max Uplift 1=-24(LC 12), 3=-53(LC 12) Max Grav 1=79(LC 17), 3=89(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd, Tampa FL 33610 Date: August 10,2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with 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 pmpedy 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 ANSIITP11 Oualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satisfy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ! ' ' ! Oty Ply T24968365 BELLA-MELISSA-II V8 Valley 1 1 Job Reference (optional), Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun z zuzl MI I eK Industries, Inc. Mon Aug a i2:08:06 zuzn rage i ID:8_6iCi63dp6HldgXpW GfxGzEYB?-yhSLgScG701Bg6KMwlIJPi7aAo6Zn9?9Vf06i8ypag7 a 0 0 2x4 i 2x4 II Scale=1:14.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) . 0.00 We' n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 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. REACTIONS. (size) 1=4-9-0, 3=4-9-0 Max Horz 1=115(LC 12) Max Uplift I= 49(LC 12), 3=-106(LC 12) Max Grav 1=15B(LC 17), 3=178(LC 17) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or.less except when shown. TOP CHORD 2-3— 162/314 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=106. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd, Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,_and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building, design. Bracing indicated is to 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24968366 BELLA-MELISSA-II V9 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MI I eK Industries, Inc. noon Aug 9 12:uN:U1 ZU21 rage i ID:B_6iCi63dp8HldgXpW GfxGzEYB7-Qtoj2nduuKQ21GvYUOgYxvfr4CVUW ahlkJAfFaypag6 6-9-8 6-9-8 2x4 II 3 5 4 2x4 G 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-9-0, 4=6-9-0, 5=6-9-0 Max Horz 1=172(LC 12) Max Uplift 4= 67(LC 12), 5= 200(LC 12) Max Grav 1=72(LC 1), 4=113(LC 17), 5=335(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-351/149 WEBS 2-5=-283/550 Scale=1:21.7 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=200. Joaquin Velez PE No.68182 MiTek USA, Inc. FL;Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' ' Qty Ply T24968367 BELLA-MELISSA-II V10 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, v 0 0 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 9 12:08:01 2021 Page 1 I D:8_6iCi63dp8HldgXp W GtxGzEYB1-ckfSnkY71 UguaLS07lj8iePnxnRa6stQMNj L1 wypagC 8-9.8 2x4 11 3 5 4 2x4 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC' 0.25 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-9-0, 4=8-9-0, 5=8-9-0 Max Horz 1=229(LC 12) Max Uplift 4=-92(LC 12), 5=-257(LC 12) Max Grav 1=106(LC 1), 4=153(LC 17), 5=430(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-398/161 WEBS 2-5=-325/619 Scale=1:27.7 PLATES GRIP MT20 244/190 Weight: 35 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 8-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 4 and 257 lb uplift at joint 5. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols. Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION y 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-y16' For 4 x 2 orientation, locate plates 0- 1/ ' from outside edge of truss. This symbol indicates the . required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. ' Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIlrPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. :0 cc O U a O I- 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 .JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -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: MII-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 1: Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral.braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on.each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of thespecies and size, and in all respects, equal to.orbetter than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.