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HomeMy WebLinkAboutTrussy;y.. 258 South -hall Lane, Suite 200 fi;F D S Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES July 28, 2021 Building Department Ref: Adams Homes Lot: Lot 19 Bilk. 3 Subdivision: Fort Pierce - Waterstone Address: 8324 Almalfi. Cir. Model: 2508 CR LHG 3CF KA # 21-6775 Truss Company: Builders First Source Date of drawings: 7/21/21 Job No.: 2819559 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. sM^ 4����tillilturri/111ff . :- mat`°� GP;RL.°•q' e�����.",> V . ... • �_V, 2 p p ST z W21- 7/28/2021 -q ° P • < ° a° sC4� X, ..: b Scott Lewkowski, P.E. .j�56125 •„•,.•• ��^� FL. #78750 ENG%DS Engineering Associates, pang f1111111 A TSG Com Your Building Code Experts 7/28/2021 Luis Pablo Torres, P.E. FL. # 87864 C1 n Lo V v V V es eI rI Q Q ¢ ¢ Q Q Q E7 Q to ff LT a B09 10-04-00 0 608 0 0 007C N o 9 F01 B04 E7 E7 E7 E7 E7 E7 E7 E7 E7V Vault E7VA under SIMPSON CONNECTOR SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYMBOL 0 A-11 LUS24 895 490 ILA' 11 0 A 11 HTU26 3600 1555 ILA 0 B HTU28 4680 2140 ILS 0 C HTU26-2 3600 2175 1Ic 0 D HTU28-2 4680 13485 Ito 0 E HGUS26-2 5320 2155 TIE 0 F HGUS28-2 7460 3235 1IF 0 G HGUS26-3 5230 2155 J IG 0 H HGUS28-3 7460 3235 ] of 0 J THJA-26 19100 4095 1 W 32 3X8NOP i] Revimed and Approved ❑ Revise aad Resubmit ❑ReviewedwithNotations ❑ Not Reviewed (seeeaplaaation) Corrections or comments made on egmpmtnt submittals or shop drawings r1ming this review do not relieve conhactDr from compliance with sequiremeatv of the drAwiags and specification& This ched: is Daly for review of general connfimanece with the ccacept of the project and general compliance with the inlimaation given in the contract daeaments, the contractor is respoosible for confirming and comlatmg all gmnrities and dimensions; selecting fabrication Processes and techniques of constriction; wmdmating his work with that of2ll other codes and peffo ming his work in a safe and sa5sfaetorymaonc FDS ENGINEERING ASSOCIATES Date 07/2&2021 By BH /ood SubmitlalND.: PrajectNo.: 21-M5 ProjectFA&: Carl Brown _ PrajedNamc Ad— Homes -Fort Pierce -WaictsroaeLot 19Ph.3 Y ALL DIMENSIONS AND CEILING CONDmONS PRIOR TO APPROVAL CEILING FRAMNG SECURED IN FIELD BY BUILDER MAIq WIND FORCE RESSTDIG SYSTELDC-C HYBRID WIND AS IMPORTANT ENCLOSED EXPOSURE CATEGORYC OCCUPANCY CATEGORY B This Drawing Must Be Approved And WIND LOAD 1 r88ANCE FACTOR T.O] IMP WIND CE Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 1C(l PSF BOTION CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCUFRENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL• 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL• 10 PSF BCDL• 10 PSF BCDL: 6 PSF By Date TOTAL: 37 PSF TOTAL: 66 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONW DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (to. 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 First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Calling And Root Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend V-0" aff LEM 10'-0" aff BUILDER Adams Homes PROJECT: Single Family MODEL, 2608 CR 3CAR ADDRESS: 8324 AMALFI CAR LOT I BLOCK: 19 PH 3 SUBDIVISION: WATERS TONE CITY: I FORT PIERCE DRAWN BY: KSANCHEZ JOB # : 2818659 DATE: 07116/2021 SCALE: NTS PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4, 4408 Airport Road Plant City, FL 33563 Ph. (813) 306-1300 Fax (813) 306-1301 MiTek° RE: 2819559 MiTek USA, Inc. 2508 CR 3CAR BLK NO HS 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie Project Name: 2819559 Lot/Block: 19 PH 3 Model: 2508 CR 3CAR Address: 8324 AMALFI CIR Subdivision: WATERSTONE City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 46 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24700271 A01 7/21/2021 21 T24700291 B04 7/21/2021 2 T24700272 A01A 7/21/2021 22 T24700292 B05 7/21/2021 3 T24700273 A01B 7/21/2021 23 T24700293 B06C 7/21/2021. 4 T24700274 A02 7/21/2021 24 T24700294 B07C 7/21/2021 5 T24700275 A03 7/21/2021 25 T24700295 B08C 7/21/2021 6 T24700276. A04 7/21/2021 26 T24700296 B09 7/21/2021 7 T24700277 A05 7/21/2021 27 T24700297 B10 7/21/2021 8 T24700278 A06 7/21/2021 28 T24700298 Bll 7/21/2021 9 T24700279 A07C 7/21/2021 29 T24700299 B12 7/21/2021 10 T24700280 A08C 7/21/2021 30 T24700300 Cl 7/21/2021 11 T24700291 A09C 7/21/2021 31 T24700301 C3 7/21/2021 12 T24700282 A10 7/21/2021 32 T24700302 C5 7/21/2021 13 T24700283 All 7/21/2021 33 T24700303 D01 7/21/2021 14 T24700284 Al2 7/21/2021 34 T24700304 DO1S 7/21/2021 15 T24700285 A13 7/21/2021 35 T24700305 D02 7/21/2021 16 T24700286 A14C 7/21/2021 36 T24700306 E7 7/21/2021 17 T24700287 A15 7/21/2021 37 T24700307 E7V 7/21/2021 18 T24700288 A16 7/21/2021 38 T24700308 E7VA 7/21/2021 19 T24700289 A17 7/21/2021 39 T24700309 E7VB 7/21/2021 20 T24700290 B03 7/21/2021 40 T24700310 E7VC 7/21/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). ����` PQU I N Truss Design Engineer's Name: Velez, Joaquin ���, J� ••� CAE !V S� ���� My license renewal date for the state of Florida is February 28, 2023. �� F •. '. FloridaCOA:6634 No 68 2 IMPORTANT NOTE: The seal on these truss component designs is a certification * ;• I that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters : '. shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek S OF •• �0 ,� customers file reference purpose only, and was not taken into account in the preparation of �'•. <.p R O P' N these designs. MiTek has not independently verified the applicability of the design<� s5' • • • • •' �G �, parametersor desiapplicabilitys for � arameterslandgproperlyeincor Lhe design nparticular d incorporate designsg r verify of P ora PP Y 9 P into the overall building design per ANSI/TPI 1, Chapter 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert'6634 6904 Parke East Blvd. Tampa FL nop. 33610 July 21, 2021 1 of 2 Velez, Joaquin RE: 2819559 - 2508 CR 3CAR BLK NO HS Site Information: Project Customer: Adams Homes Port St Lucie Lot/Block: 19 PH 3 Address: 8324 AMALFI CIR City, County: Fort Pierce No. Seal# Truss Name Date 41 T24700311 F01 7/21/2021 42 T24700312 H7 7/21/2021 43 T24700313 H 17 7/21/2021 44 T24700314 PB1 7/21/2021 45 T24700315 PB2 7/21/2021 46 T24700316 PB3 7/21/2021 Project Name: 2819559 Subdivision: WATERSTONE 2 of 2 State: FL Job Truss Truss Type Qty 1 Ply 2508 CR 3CAR BLK NO HS 9 T24700271 2819559 A01 SPECIAL 5 1 Job Reference (optional) buncierS mrst6ource triant L:Ity, r-L), riani L..Ity, rL - JJ001, 0.40V 5 UUII G LVL 1 IVII I UN II IUU-11—, II— I I IU d VI 1. 1 U r V. 1 I D:?l YDfitmYJi NmupVDA3te2z4H2S-JEsgnKH6lQaMj ImNB?Q3N7bxlcgoQnj7iH7DpuyxnCJ 1-4- 5-3-0 8-10-8 14-11-t1 21-0-0 25-4-0 29-8-0 35-8-8 41-10-15 46-7-4 8-0- -4- 5-3-0 3-7-8 - 6-1-0 6-0-B 4-4-0 44-0 6-0.8 6-2-7 4-8-5 4-1 Scale = 1:90.1 5x6 = 3x6 = 5x6 = 6.00 12 6 31 732 3334 8 3x6 30 35 3x6 5 9 5x6 i 5x6 z�- t9 0 4 10 ST1.5x8 STP= b 3x6 36 ST1.5x8 STP= 3 29 11 0) 16 8 10 19 12 0 1 2 3x4 = 18 38 39 17 16 40 41 15 14 42 43 13 0 N 0 20 3x6 = 3x8 = 3x8 = 3x8 = 4x8 = 3x6 = 4x6 = 22 21 4x6 = 2x4 I 6xB = 63 2 8-8-0 8--812-04 21.0-0 29-8-0 38-7-11 46-74 3-1-12 8-11-12 8.11.11 7-11-9 Plate Offsets (X,Y)--[4:0-3-0,0-3-01, [6:0-3-0,0-2-01, [8:0-3-0,0-2-01, [10:0-3-0,0-3-01, [21:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.50 13-15 >907 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:271 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 `Except 2-0-0 oc purlins (4-3-0 max.): 6-8. 4-21: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 3-9-0 oc bracing: 19-21 WEBS 1 Row at midpt 7-16, 7-15, 9-15 REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=-492(LC 12), 11=-911(LC 12), 21=-1146(LC 12) Max Gram 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/761, 3-4— 310/417, 4-5=-1385/843, 5-6=-1837/1250, 6-7=-1583/1214, 7-8=-1878/1327, 8-9=-2193/1362, 9-10=-3023/1620, 10-11=-3266/1758 BOT CHORD 2-22=-644/251, 21-22=-644/251, 19-21=-1949/939, 4-19=-1946/916, 16-18= 696/1623, 15-16=-712/1787, 13-15=-1133/2318, 11-13=-1452/2869 WEBS 4-18=-596/1610, 5-16=-17/251, 6-16=-228/615, 7-16=-449/289, 8-15= 283/664, 9-15=-784/566, 9-13=-91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-547/217, 3-21=-402/888 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C • for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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) 2=492, 11=911, 21=1146. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. p.QU I N N No 68182 ;cam S OF i Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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 250E CR 3CAR BILK NO HS T24700272 2819559 A01A SPECIAL 1 1 Job Reference (optional) tatntaers mrsmource triani L ny, r-Ll, rtant t,ny, rL - 0o001, 9-7-11 i 14.11.8 i 2-4-15 5-3-12 6.00 12 3x6 i 31 7 5x8 6 5 3x4 II 2x4 4 ST1.5xB STP = 303 1 1 2 4x6 = 38 23 22 4x6 = 6xB = I D:?1 YDfitmYJi NmupVDA3te2z4H2S-Gd_QC?JMgl g4ycwmGQSXTYgH2 25-4-0 29-8-o 35-8-8 41-10-15 i 46.7-4 —r 4-4-0 -4-4-0 6-0-8 6-2-7 4.8-5 5x6 = 3x6 = 5x6 = 8 32 933 3435 10 36 3x6 11 20 39 40 19 18 41 42 17 16 43 44 15 3x6 = 4x8 = 3xB = 3xB = 4x8 = 3x6 = Scale = 1:90.1 5x6 m 12 ST1.5x8STP= 7 0 37 13 914 to 0 IN 46 = 7-2-12 -8 12-1-7 21-0-0 29-8-0 38-7.11 46-7-4 0- -D 4-10.11 8-10-9 8-8-0 eat-11 7-11.9 all -a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.30 15-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) ' -0.52 15-17 >931 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 Max Horz 2=419(LC 11) Max Uplift 2= 379(LC 12), 13=-968(LC 12), 23=-1082(LC 12) Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/402, 3-4=-301/458, 4-6=-215/344, 6-7= 2494/1501, 7-8=-2223/1472, 8-9=-1949/1420, 9-10= 2084/1462, 10-11=-2362/1515, 11-12- 3249/1770, 12-13= 3485/1901 BOT CHORD 2-23=-376/122, 21-23=-2052/907, 4-21=-266/201, 20-21 =-1 035/2162, 18-20=-1086/2397, 17-18=-881/2123, 15-17=-1266/2521, 13-15— 1578/3063 WEBS 7-18=-416/405, 8-18=-323/768, 9-18=-343/212, 10-17= 349/783, 11-17=-782/563, PLATES . GRIP MT20 244/190 Weight: 270 lb FT = 20% Structural wood sheathing directly applied, except 2-0-0 oc puffins (4-0-4 max.): 8-10. Rigid ceiling directly applied. Except: 3-8-0 oc bracing: 21-23 1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21 11-15=-93/584, 12-15=-329/340, 3-23=-169/344, 6-20=0/394, 6-21=-2730/1189 NOTES- ��OPOki I N 1) Unbalanced roof live loads have been considered for this design. ,� , G•� N ��� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. `�� ; '�� `s�`'•.• �� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Intedor(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C N O 681 82 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. -10 CC 4) Provide adequate drainage to prevent water ponding. - $T O F • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3 (41 00 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 .0 ,�'.• �� O P •• \_,�� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ,� (� t7 R 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) ��j s14� ' • • 012=3 8) This 7truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,.Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��� a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTP/l 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 Cty 1 Ply 2508 CR 3CAR BLK NO HS t T24700273 2819559 A01B HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:38 2021 Page 1 ID:YuAUBcOP W Cx6RhnNP_DwTzU6L_-CO6BdhKcLe4oCw49NrU7YzleODXdM W 7jdv5RzfyxnCF i1-4-Q 4-3-6 8-0-5 14-6-3 21-0-0 25.4-0 29-8.0 35-1-14 40-7-11 46-7-4 48-0-0 -4- 4-3.6 3-8-15 6-5-13 6-5-13 4-4-0 4-4-0 5-5-14 5-5-14 5-11-9 1-4-12 Scale = 1:89.8 5x6 = 3x6 = 5x6 = 6.00 12 6 28 30 72931 8 3x6 3x6 5 27 9 5x6 5x6 10 C ST1.5x8 STP= d 4 3x6 32 26 3 111to 19 2 9 c9 1 2 4x12 = 18 17 16 :: 33 34 15 14 35 36 13 Icy 0 3x8 = 3x8 = 3x8 = 3x6 = 4x6 = 20 ST1.5x8 STP = 3x8 = 4x8 = 6x8 = 4x6 = 7-6-15 B�OrS 14-6-3 21-0-0 29.8-0 37-10-12 46-7-4 7-6-15 0-5.6 6-5-13 6-5-13 8.8-0 B-2-12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-01, [6:0-3-0,0-2-01, [8:0-3-0,0-2-01, [10:0-3-0,0-3-01, [18:0-3-8,0-1-81, [20:Edge,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 0.56 Vert(LL) -0.27 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.45 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS Weight: 281 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (4-3-0 max.): 6-8. 2-20: 2x6 SP No.2, 4-20: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-17, 7-17, 7-15 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-223(LC 12), 20=-1038(LC 12), 11=-915(LC 12) Max Grav 2=273(LC 21), 20=2314(LC 17), 11=1781(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-209/291, 3-4=-274/753, 4-5=-1799/1073, 5-6— 1860/1203, 6-7=-1612/1179, 7-8=-1884/1271, 8-9=-2132/1321, 9-1 0=-2 974/1592, 10-11 =-3168/1 666 BOT CHORD 19-20=-2133/1135, 4-19=-2017/1170, 18-19=-471/285, 17-18=-664/1772, 15-17=-680/1834, 13-15=-1045/2267, 11-13= 1347/2777 WEBS 3-19=-602/347, 4-18=-994/2066, 5-18=-395/377, 6-17=-219/607, 7-17=-453/266, 8-15=-299/681, 9-15=-758/537, 9-13— 165/640, 10-13=-347/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Intedor(1) 26-7-14 to29-8-0, Extedor(2R) 29-8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ' 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 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 )b uplift at joint(s) except Qt=lb) 2=223, 20=1038, 11=915. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical puffin representation does not depict the size or the orientation of the pufin along the top and/or bottom chord. Ppki IN J0 No 68182 '0 rc � 3 STFR OF 4U i 0. •'' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 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 2508 CR 3CAR BLK NO HS , T24700274 2819559 A02 SPECIAL 1 1 Job Reference optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1515:30:39 2021 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-gCgZgl LF6yDfp3eLxY?E4Blifduh53NtrZq_V6yxnCE 1-4- 5.7-6 8-11-0 12-1-5 21-0-0 23-10-11 29-8-0 38-6-11 45-78 - 4- 5-7-6 3-3-10B-10-11 2-10-11 8-10-11 1% 3 6.00 12 19 ST1.5x6 STP = 8x10 = 4x6 = 5x8 = 8-8-0 B-11-0 15.3-14 25-4-0 2x4 II 7x10 = 7 2829 8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrPI2014 CSI. TC 0.98 BC 0.89 WB 0.56 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud -0.55 12-14 >801 240. -0.89 12-14 >499 180 0.09 11 n/a n/a PLATES MT20 Weight:261 lb LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied. 6-8,1-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP M 31 `Except' 4-2-0 oc bracing: 17-19 2-18: 2x6 SP No.2, 4-19: 2x4 SP No.2, 11-13: 2x4 SP No.1 WEBS 1 Row at micipt 5-17, 6-16, 7-14, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8 Max Horz 2=405(LC 11) Max Uplift 2=-487(LC 12), 11=-772(LC 12), 19=-1133(LC 12) Max Grav 2=394(LC 23), 11=1666(LC 18), 19=2079(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/534, 3-4=-210/420, 4-5=-180/426, 5-6=-1700/1243, 6-7= 1718/1281, 7-8— 1718/1281, 8-9=-2524/1502, 9-11� 2714/1570 BOT CHORD 2-19=-530/194, 17-19=-1861l765, 16-17=-816/1276, 14-16=-736/1629, 12-14= 797/1652, 11-12— 1260/2332 WEBS 5-17=-2175/1060, 5-16=0/547, 6-14=-142/698, 8-12=-274/839, 9-12=-383/497, 3-19=-293/451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch 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) 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) 2=487, 11=772, 19=1133. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale = 1:85.2 GRIP 2441190 FT=20% �.�Op,QU I N DENS v � No 68182 ST OF : 41J *"*;4"' 0 NAii ' I',�� Joaquin Velez •PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 m 0 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 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/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 oty Ply 25011 CR 3CAR BLK NO HS T24700275 2819559 A03 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant Ctty, I-L - 33561, c.430 s jun z zuz i dvu i art muubureb, mu. r r iu uu io iu-- r <Va U. , ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-canJFjNVeZTN3Nok2z2iAcN5yRZ_7zY9JtJ5Z_yxnCC 1-4- 5-2-5 8-11-0 13-2-15 19-0-0 24-7-13 31-8.0 37-5-1 45-7-8 -4- 5-2-5 3-8-11 4-3-15 5-9-1 5-7-13 7-0-3 5-9-1 8-2-7 6.00 F12 5x6 = 6 28 2x4 11 5x6 = 2930 7 31 8 Scale = 1:85.1 ST1.5x8 STP = 7x8 = 4x6 = 8.8.0 8- -0 15-6-15 25.4-0 35-1-2 45 8. 20 0- -O 6-7-15 9-9-1 9-9-1 10-6-7 Plate Offsets (X Y)-- [5.0-2-12 0-3-0] [6:0-3-0 0-2-0] [8:0-4-0 0-2-8] [11:0-6-0 0-0-6] [19:0-3-0 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 0.80 Vert(LL) 0.19 19-25 >558 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.66 12-14 >676 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 258 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except' 5-2-0 oc bracing: 17-19 2-18,4-19: 2x6 SP No.2 WEBS 1 Row at midpt 5-17, 6-16 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=364(LC 11) Max Uplift 11=-768(LC 12), 2=-460(LC 12), 19=-1159(LC 12) Max Grav 11=1648(LC 18), 2=356(LC 23), 19=2098(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-197/548, 3-4=-117/417, 4-5=-41/436, 5-6=-1673/1216, 6-7=-1947/1382, 7-8=-1947/1382, 8-9=-2475/1518, 9-11 =-261 1 /1501 BOT CHORD 2-19=-556/152, 17-19=-1910/823, 16-17=-783/1313, 14-16= 760/1591, 12-14=-876/1769, 11-12=-1175/2225 WEBS 5-17=-2189/972, 5-16=0/542, 6-14= 303/820, 7-14=-379/391, 8-14=-1191329, 8-12= 268/746, 9-12= 322/429, 3-19=-274/416NOTES- Unbalanced roof live loads have been considered for this design. `���,` ,OP C•E N 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. = ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) NO 68182 i • 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(i) 35-8-0 to 45-7-8 zone; porch 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. p ;• S OF /L - 4) Provide adequate drainage to prevent water ponding. 00 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i� ,(�'•• Al O Q`,,• \_,�� 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 �� • Q R j will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. �i� ss • • • • • % 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) //,/ ON 11=768, 2=460, 19=1159. J11111 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 vanity 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 iviiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlt 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 2508 CR 3CAR BLK NO HS T24700276 2819559 A04 SPECIAL 1 1 Job Reference (option al tjunaers rirstsource{riani L ny, rLI, riant Uny, rL - ao001, —11 � — ,•,, , _,.— — — ... ­ . ID:71 YDfltmYJ1 NmupVDA3te2z4H2S-4nLhT3N7PtbEgXNwchZxipwHYrv4lSOJXX3f6RyxnCB 1-4- 6-1-8 8-it-0 12-6-5 17-0.0 22-2-12 28-5-4 33-8-0 38-3-8 45-7-8 4- 6-1-8 2-9.8 3-7-5 4-5-1 1 5-2-12 6-2-8 5-2-12 4-7-7 7-4-0 Scale=1:84.9 6.00 F12 5x6 = 3x6 = 5x6 = 5x6 = 6 30 7 3132 8 33 934 35 5x6 _ 3x6 529 10 3x4 I 36 2x4 \\ 4 4x6 11 cz 3 12 1n 28 Io 19 ly O 2 4x8 = 183817 1 39 16 40 41 15 14 13 a 37 20 3x8 = 4x8 = 3x6 = 3x8 = 2x4 II 5x8 II 21 ST1.5x8 STP = 7x8 = 4xB = 4x6 = B-8-0 8- -0 17-0.0 25-4-0 33-8-0 38-3-8 45-7-8 8-8.0 0- -0 8-1-0 B-4-0 8-4-0 4-7-7 7-4.0 Plate Offsets (X Y)-- [5.0-3-0 0-3-0] [6:0-3-0 0-2-0] [8:0-3-0 0-3-0] [9:0-3-0 0-2-0] [12:0-6-0 0-0-6] [15:0-3-4 0-0-0] [21:0-2-8 0-4-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in ([cc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.20 21-27 >511 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.42 14-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix -AS Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 "Except' 5-2-0 cc bracing: 19-21 2-20,4-21: 2x6 SP No.2, 12-15: 2x4 SP No.1 WEBS 1 Row at midpt 5-19, 7-18, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 12=073-0, 2=0-8-0, 21=0-3-8 Max Horz 2=322(LC 11) Max Uplift 12=-769(LC 12), 2=-465(LC 12), 21=-1153(LC 12) Max Grav 12=1616(LC 18), 2=335(LC 21), 21=2081(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-116/498, 3-4=-21/405, 4-5=0/442, 5-6=-1687/1220, 6-7=-1484/1169, 7-8=-2165/1461, 8-9=-2019/1368, 9-10=-2264/1437, 10-12=-2565/1491 BOT CHORD 2-21— 482/69, 19-21=-1843/754, 18-19=-760/1150, 16-18=-1042/2014, 14-16=-1130/2126, 13-14=-1174/2186, 12-13=-1174/2186 WEBS 5-19=-2062/941,5-18=-60/637,6-18=-236/557,7-18=-855/482,7-16=-47/443, 8-14= 425/285, 9-14=-341/740, 10-14=-367/315, 3-21=-266/390 avIN <F '� TES- .� pP C' N S'�.• ? ��i� 1) Unbalanced roof live loads have been considered for this design. `��, .•�\ 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40111; eave=7ft; Cat. NO 68182 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2R) •, 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch 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 specificCC •�em Z to the use of this truss component. S T O F .'•441 •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. i� T'•, A`4 Q �,• 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 Q \�1,�� O R � ,�� • •' • • •"• �I� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. bearing 100 lb s �r,� O N A 7) Provide mechanicalconnection (by others) of truss to plate capable of withstanding uplift at joint(s) except Qt=lb) � � E I 111 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 6 m 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 ANS11TPII Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t ay , Ply 2508 CR 3CAR BLK NO HS T24700277 2819559 A05 SPECIAL 1 1 Jab Reference o tional Builders rlfstSource Imam Gny, t-L), rianr u1y, r•L - Jaaor, -Qv a uu, I < <�— ��,� �� �, ����,,,��, , '. �',�.��.�� I D:?l YDfitmYJi NmupVDA3te2z4H2S-19TStkPNxU.,Xlk6bPnE?e_eZImFOc?rYlAJyxnC9 1-4- 5.8-2 8-11-8 15-0-0 21-10.7 29-4-4 35-8-0 40-11-3 45-7-8 4- 5-8-2 3-3-6 6.0-8 6-10-7 7-5-13 6-3-12 5-3-2 Scale=1:04.9 6.00 F12 5x8 = 5x6 = = 3x6 = 5x6 5 28 29 6 30 7 31 32 8 5x6 i 27 33 2x4 i 9 34 4x6 4 2x4 �� 10 co 0 3 11 n 1� 26 17 O m 1 2 5xB = 36 37 16 15 3839 14 40 41 13Pi 12 0 N 3x8 = 35 18 3x6 = 4x8 = 3x6 = 4x8 = 5x8 II 19 ST1.5x8 STP = 7x8 = 4x6 = 0 8- -8 17-3-2 26-5-12 35-8-0 45-7-8 8-8-0 0- -8 8-3-9 9-2.10 9-2-4 9-11-8 or.#e nff—f� rV V1-- re•n-q-n n-'A-nl rs•n-d-A n-1-191 rR-n.a-n n.a-n1 rR•n.4-n n-9-R1 r11•n-R-n n-n-R1 r1g,ri-7-19 n-4-191 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORE BOT CHORD 2x6 SP No.2 *Except` BOT CHORE 15-17: 2x4 SP No2, 11-13,13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS ' SLIDER Right 2x6 SP M 26 2-6-0 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=281(LC 11) Max Uplift 11=-767(LC 12), 2=-459(LC 12), 19=-1160(LC 12) Max Grav 11=1610(LC 18), 2=353(LC 23), 19=2050(LC 17) FORCES. (lb) - Max. Comp./Max. Ten: - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-172/505, 3-4=-13/373, 4-5=-46/504, 5-6=-1782/1240, 6-7=-2596/1613, 7-8=-2167/1386, 8-9=-2410/1437, 9-11=-2545/1542 BOT CHORD 2-19=-493/123, 17-19=-1841/807, 4-17=-351/371, 16-17=-772/1462, 14-16=-1249/2345, 12-14=-1350/2500, 11-12— 1240/2180 WEBS 5-17=-2027/776, 5-16=-354/1117, 6-16=-876/578, 6-14=-45/418, 7-12=-666/415, 8-12=-249/742, 3-19=-260/3B2 in (loc) I/defl Ud -0.2712-14 >999 240 -0.4612-14 >970 180 0.09 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 250 lb FT = 20 Structural wood sheathing. directly applied. Rigid ceiling directly applied. Except: 5-3-0 oc bracing: 17-19 1 Row at midpt 5-17, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch 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) 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 = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=767, 2=459, 19=1160. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. PpUIN No 68182 ?0:• S OF ::44/' is, O N A - � rrinll� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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, erection and bracing of trusses and truss systems, see ANSNTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2508 CR 3CAR BLK NO HS A , T24700278 2819559 A06 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021.MiTek Industries, Inc. Thu Jul 15 15:30:45 2021 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-VMig54O?iozoY 6VHp6eKSYg62yrVhxIEVHJilyxnCB 1-4-Q 6-9-4 13-0.0 21-0-0 29.0-0 37-0-0 37,-$-0 42-0-0 46-1-5 50-8-0 $2-0-p 4- 6.9-4 6-2� 8-0-0 8.0-0 8.0-0 0.8.0 4.4-0 4-1-5 4-6-11 4- 6.00 12 5x8 = 3k4 11 5x6 = 5x8 = 5x6 = 4 29 5 30 31 6 32 7 8 20 19 1 'O 18 °° 17 16 " 4x6 = 2x4 11 5x6 = 5x8 = 3x6 = 5x6 11 Scale: 1/8°=V 1c., �= o ro 0 d 11 12r6 N d 4x6 3.00112 6-9.4 13-0-0 21-0-0 29-0.0 36-11-12 37- -0 42-0-0 50-8-0 6-9-4 6-2-12 8.0-0 8-0-0 7-11-12 0- •4 5-0-0 8.8-0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-5-8,0-2-4], [5:0-3-0,0-3-4], [6:0-4-0,0-3-0], [8:0-3-0,0-2-0], [9:0-3-0,0-3-0], [11:0-0-14,Edge], [14:0-2-8,0-2-12], [18:0-4-0,0-3-0], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.22 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.38 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 295lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 7-16: 2x6 SP No.2 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-815(LC 12), 16— 1275(LC 12), l l=-246(LC 12) Max Grav 2=1586(LC 17), 16=2618(LC 18), 11=379(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2779/1415, 3-4=-2153/1190, 4-5— 1828/1140, 5-6=-182811140, 6-7=-407/996, 7-8= 450/1024, 8-9=-508/1066, 9-10=-354/579, 10-11=-363/294 BOT CHORD 2-20=-1086/2644, 19-20=-1087/2638, 18-19= 659/2005, 17-18=-218/1039, 14-16=-2477/1437, 7-14=-366/385, 13-14=-480/601, 11-13— 256/349 WEBS 3-20=0/255, 3-19=-727/493, 4-19=-154/649, 5-18=-467/483, 6-18=-612/1171, 14-17=-269/1034, 6-14=-2211/1239, 8-14=-517/308, 9-14=-695/379, 9-13=0/352, 10-13=-658/527 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 14-16 1 Row at midpt 4-18, 6-18, 6-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 52-0-0 zone;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, with BCDL = I O.Opsf. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 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 (jt=lb) 2=815, 16=1275, 11=246. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. C E N S . No 681.82 ccft �:. S OF �4J -0 ,n • AllQ, : Z �. �, �S.�OR10..�; O N AX 10�% , Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED Mn-EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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?PII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty , Ply 2508 CR 3CAR BLK NO HS I T24700279 2819559 A070 SPECIAL 1 1 Job Reference (optional) Builders l-IrstSource(rtarnutry,t-L), rianrary,t-L-0000/, o.— . — I «.., .... .-- ID:71 YDfitmYJ1 NmupVDA3te2z4H2S-Rk9aWmRGEPDW nIGtPE96PtdA2sfnza42homPneyxnC6 1-4- 6-4-4 11-0-0 15-10.13 19-4-9 23.11-8 32-0-2 42-0-0 45-10-12 50-8-0 4- 6-4-4 4-7.12 4.10.13 5% 12 4-6-15 8-0-10 9-11-14 3-10-12 4-9-4 Scale = 1:93.9 6x8 = 4x4 7xB 4x4 7x8 = 2x4 II 4x4 = 3x4 II = = 6.00 12 4 275 6 28 7 8 29 9 10 30 31 11 0 0 N 21 20 19 32 33 18 34 17 16 35 36 15 12 4x6 = 2x4 II 3x8 = 3x6 = 4x8 = 3x6 = 6x8 = ST1.5x8 STP = 3.00 12 4x8 = 3x6 zz 6-4-4 11-0-0 19-4-9 28.6-7 36-10-0 36-11-0 42-0.0 50-8-0 6-4-4 4-7-12 8-4-9 9-1-14 8.3-9 0- -0 5-1-0 8-8.0 Plate Offsets (X Y)-- [4.0-4-0 0-1-15] [6.0-4-0 0-4-8] [8:0-4-0 0-4-8] [15:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.23 18-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.41 18-20 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.12 15 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -AS Weight: 315lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing. directly applied, except end verticals. 1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 5-3-0 oc bracing: 14-15 8-15: 2x4 SP No.3, 15-17,17-19: 2x4 SP No.1 WEBS 1 Row at micipt 7-15 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 15=0-3-8, 2=0-8-0 Max Horz 2=400(LC 12) Max Uplift 12=-279(LC 9), 15=-1127(LC 12), 2=-844(LC 12) Max Grav 12=514(LC 18), 15=2179(LC 17), 2=1688(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3022/1525, 3-4=-2551/1365, 4-5=-2276/1306, 5-6=-2625/1366, 6-7=-1782/854, 8-9=471/228, 9-1 0=-465/21 8 BOT CHORD 14-15=-734/464, 8-14=-655/479, 12-13= 239/364, 2-21 =-1 641/2729, 20-21=-1641/2729, 18-20— 1484/2594, 16-18= 1303/2370, 15-16=-5B1/1100 WEBS 3-20=-578/417, 4-20=-351/933, 5-20— 590/309, 6-18=-99/397, 6-16=-917/699, 7-16=-509/1272, 7-15L--1740/997, 8-13=-350/645, 10-12=-455/355 111 1 111!„1,,, NOTES- 1) Unbalanced roof live loads have been considered for this design. `01111 ���� PQUIN •.:GENS'• 1 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. �� ; •�,� 4 `1 �� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2R) No 68182 0 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 •; • plate grip DOL=1.60 * j >k 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. dim rrZ •�, 4) Provide adequate drainage to prevent water ponding. S TA O F .� U✓ • 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 '.• iC`C O P ,•'\�1,�� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �� R •.•' �I� ss� '' • • • •' C-> I 7) Bearing at joint(s) 12 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 b others of truss to bearing late capable of withstanding 100 lb uplift at joints except 't—Ib (y ) 9P P 9 P () P (1— ) 12=279, 15=1127, 2=844. Joaquin Velez PE No.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ® 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 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 Clty Ply 250E CR 3CAR BLK NO HS A , T24700280 2819559 A08C SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun z zuzl mi I eK industries, Inc. Thu Jul io 1o:30:48 tun rage 1 ID:71 YDfItmYJ1 NmupVDA3te2z4H2S-vx4yj6Su7jLNPSg4zxgLy4AKPFy7i4rBwSWzJ4yxnC5 18-8-1 1-4- fi-3-0 9.0-0 16-0-11 164-0 23-0-0 29-11-5 37-0-0 42-0-0 46-5-0 50-8-0 -4- 6-3.4 2-8-12 7-0.11 0- -5 4-3-15 6-11-5 7-0-11 5-0-04-2-12 2-4-1 Scale=1:93.9 6.00 12 6x8 = 4x4 7x8 = 4x4 7x8 = 2x4 11 4x4 = 3x4 11 = = OJ A 4 27 28 5 6 29 30 7 8 31 9 10 32 11 0 0 N 21 20 19 18 17 16 15 12 44 = 3x6 = 4x8 = 3x6 = 3x6 = 6x8 = 3.00 L12 ST1.5x8 STP = 4x8 = 3x6 = 9-0-0 16-4-0 18-8-1 27-4-0 36.10-0 37iQ-0 42-0-0 50-8-0 9-0-0 7-4-0 2-4-1 8.7-15 9-6-0 0- -0 5.0-0 8-8-0 Plate Offsets (X Y)-- [4:0-4-0 0-1-15] [6:0-4-0,0-4-8] [8:0-4-0,0-4-8] [16:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.29 19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.46 19-21 >959 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.13 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 298 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 `Except* 4-8-0 oc bracing: 14-16 2-20: 2x4 SP No. 1, 8-16: 2x4 SP No.3 WEBS 1 Row at midpt 5-21, 7-16 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 16=0-3-8 Max Horz 2=338(LC 12) Max Uplift 12=-266(LC 9), 2=-849(LC 12), 16=-1132(LC 12) Max Grav 12=460(LC 22), 2=1419(LC 1), 16=1941(LC 1) FORCES. (lb) - Max. Comp./Max. Ten'. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2518/1551, 3-4=-2323/1459, 4-5— 2068/1358, 5-6=-2727/1642, 6-7=-2038/1140, 8-9=-534/267, 9-10=-524/253 BOTCHORD 2-21=-1599/2211, 19-21— 1753/2724, 18-19=-1566/2566, 16-18=-947/1607, 14-16=-777/545, 8-14=-725/556, 12-13=-265/381 WEBS 3-21=-302/372, 4-21=-401/810, 5-21=-862/485, 6-19=-110/272, 6-18=-760/612, 7-18=-385/855, 10-13=-9/292, 10-12=-492/383, 8-13=-408/679, 7-16=-1970/1262 NOTES- V��� I� 1) Unbalanced roof live loads have been considered for this design. ,oPpiUIN ,� , G�E N S; •• 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. �� ••��,\ �C`••,• � 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0 i to 13-0-0, Interior(1) 13-0-0 to 50-6-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate No 68182 • grip DOL=1.60 yt •� 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. •; S F : .5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 0 . 41 ; 6) This truss has been designed for a liveload of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 40 •.t`� P ,• will fit between the bottom chord and an other members. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifycapacity O R 1'C �i s •' • •' ,earing of surface.���S��.N 't—Ib 1 "���` 8 Provide mechanical cal connection b others of truss to bearing late capable of withstanding 100 lb uplift at hints except (Y ) 9P P 9 P 1 () P ll— ) 11 12=266, 2=849, 16=1132. Joaquin Velez PE No.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa R.33610 Date: July 16,2021 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 . 2508 CR 3CAR BLK NO HS T24700281 2819559 A09C SPECIAL 1 2 Job Reference (optional) Builders FirstSOUrce (viant tatty, t-L), vianl.Laty, FL - Js0137, 6.4ou 3 Jul I e eue I IVII I UN II luublllub, 1116. 1 I1U JU1 — 1—u— ova I r U. I ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-rJgj8oU8XKb5em_S4Mip1 VFgb3fWA_4UNm740zyxnC3 17-0-s 1-0 7-0-0 12-1-2 16-0-0 1 -0 21-110 26-10-7 31.9-13 37-0-0 40-0-12 4&SA 46-8-5 50-9-0 1-4-0 7-0-0 5-1-2 3-10-14 0-0 4.10-7 4-11-7 4.11.7 5-2-3 3-0-12 3-4-4 3-3-5 3-11-11 0-8.9 Scale=1:93.9 6.00 12 6xB = 4x4 = 7x8 = 4x8 = 4x4 = 7x8 = 4x6 = 7x8 = 2x4 11 4x4 = 3x4 11 3 284 5 6 29 30 7 8 9 31 10 11 12 32 13 25 24 22 21 20 19 18 - 23 17 14 ST1.5x8 STP = 4x4 = 4x4 = 6x8 = 2x4 11 7x8 = 44 = 7x8 = ST1.5x8 STP = 3.00 12 3x6 zz 4x6 = 4x4 = 17-0-9 1 7-0-0 12-1-2 16-0-0 16r4-0 21-11-0 26-10-7 31-9-13 36-10-0 37�0-0 43-5-0 1 50-B-0 _ J 7-0-0 5-1-2 3-10-14 0-4 0 4-10-7 4-11-7 4-11-7 5-0-3 0- -0 6-5-0 7-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.41 22 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.42 21-22 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.11 18 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* BOT CHORD 15-16,14-15: 2x4 SP No.2 WEBS 2x4SPNo.3 REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8 Max Horz 2=270(LC 8) Max Uplift 14=-538(LC 5), 2=-1892(LC 8), 18=-3097(LC 8) Max Grav 14=813(LC 14), 2=3198(LC 13), 18=5160(LC 13) FORCES. (lb) -Max. Comp./Max. Ten: -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6576/3730, 3-4=-5960/3468, 4-5= 7964/4719, 5-6= 8598/5121, 6-7=-6097/3650, 7-8=-2855/1695, 8-9— 898/1488, 9-1 0=-1 71312765, 10-11=-799/580, 1 t-12=-766/546 BOT CHORD 2-25=-3410/5851, 24-25=-4719/7964, 22-24=-5121/8598, 21-22=-4763/7965, 20-21=-4763/7965, 19-20� 3639/6070, 18-19— 1609/2681, 16-18=-2162/1425, 9-16=-862/730, 15-16=-707/362, 14-15=-606/737 WEBS 3-25=-1230/2476, 4-25= 2529/1525, 4-24=-124/637, 5-24=-804/488, 6-21=0/303, 6-20=-2273/1354, 7-20=621/1453, 7-19=-3897/2355, 8-19— 1288/2571, 8-18=-5132/3086, 10-16= 2356/1573, 10-15=-876/1693, 11-15=-407/431, 12-14=-884/791, 5-22=-224/372, 6-22=-442/769 PLATES GRIP MT20 244/190 Weight: 670 lb FT = 20% Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 16-18 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 14 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. �1►Iillll/�� at) IN No 68182 �-.0: !rcZ ��: S OF 4 44/ '9/ON A1- ���%`� /1.111.111 Joaquin Velez PE No.68182 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 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 ANSYTPIr 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 A Qty , Ply 2508 CR 3CAR BLK NO HS T24700281 2819559 A09C SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, t3.49u s Jun Z zue I ivii I eK Inuusuies, mu. i nu dui ro ro:ou:ou cu4 r rays c ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-rJg8oUBXKb5em_S4Mipl VFgb3fWA_4UNm740zyxnC3 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up a design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-13=-112(F=-58), 2-25= 20, 18-25=-42(F= 22), 17-18=-42(F=-22), 15-16=-42(F=-22), 14-15=-42(F= 22) Concentrated Loads (lb) Vert: 25=-475(F) 14=538, 2=1892, 18=3097. 7-0-0 on bottom chord. The A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 Mt 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 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 2508 CR 3CAR BILK NO HS T24700282 2819559 A10 SPECIAL 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, UAJU s Uun z zuzi ivu I eK Incusmes, Inc. Thu uui i o Ia:au:52202 i raye I I D:?1 YDfItmYJ 1 NmupVDA3te2z4H2S-oiyTZUVP2yrpt38rCnkH6wLOjtNces6nr4UASsyxnC1 r1-4-4 6-1-8 10-4-3 14-3.12 21-0-0 29-e-0 1 33-4-0 36-3-6 1 44-4-0 1 -4-0 4-2-11 3-11-9 6-8-4 B-6-0 3-6-0 4-11-6 ' 6-0-10 ' 7x8 6x8 = Scale = 1:79.6 JR4 — 14 3x6 — 5x6 II 2x4 II 48 = 4x6 11 6-3-8 6-1-8 6-218 14-3-12 21-0-0 27-3-11 33-4- T41 W1 6.1-8 0- 8-0-4 6-8-4 6-3-11 6-0-5 4-11-6 6-0-10 0-1-0 Plate Offsets (X Y)-- [4:0-2-0 0-3-0] [6:0-6-4 0-5-4] [9:0-3-0 0-3-0] [11:Edge 0-3-8] [15:0-2-8 0-3-01,[22:0-3-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.17 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.28 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code FBC2020[TP]2014 Matrix -AS Weight: 294 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing. directly applied, except end verticals, and 6-7: 2x6 SP No.2 2-0-0 cc purlins (4-10-14 max.): 6-7. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied. Except: 8-13: 2x4 SP No.3 4-1-0 cc bracing: 20-22 WEBS 2x4 SP No.3 *Except* 10-0-0 cc bracing: 13-15 6-16: 2x4 SP No.2 WEBS 1 Row at midpt 5-18, 6-16, 7-16, 4-20 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) Max Uplift 2=-303(LC 12), 22=-1113(LC 12), 11=-773(LC 12) Max Grav 2=266(LC 21), 22=2067(LC 17), 11=1717(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-298/417, 3-4=-305/243, 4-5=-2326/1369, 5-6=-2025/1320, 6-7=-1826/1268, 7-8=-2316/1479, 8-9=-2308/1354, 9-1 0=-1 636/905, 10-11=-1615/944 BOT CHORD 20-22=-2030/1111, 3-20=-441/430, 19-20=-1036/2007, 18-19=-1085/2250, 16-18=-837/1901, 15-16=-797/1773, 8-15=-216/295 WEBS 5-18=-449/314, 6-18=- 118/517, 7-16=-58/340, 7-1 5=-317/645, 12-15=-728/1537, fit 9-15=-298/846, 9-12= 1144/730, 10-12=-756/1532, 4-20=-2392/1221, 4-19=-63/314 � PQIJ I N �F 1) Unbalanced live loads have been for this design. ,O C•E N S�` �,� roof considered :��,� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) No 68'182 •� • 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left exposed;C.0 * �• *. 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 -10 CCZ to the use of this truss component. -4) Provide adequate drainage to prevent water ponding. - '. S T O F :• w O • 5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other jive loads. i T .�`� i�,'�s 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 . O R It O • •'' • • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. i� S► • • • •' �� 7) e11 3 ci; connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) � �O N pi ��•� 2=303e2mechanical �E 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.69182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with passible 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 Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty , Ply 2508 CR 3CAR BLK NO HS T24700283 2819559 All SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:54 2021 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-k54E_9XfaZ5X7NIEJCnIBLQNYgOS6ne4lOzHXkyxnC? 1-4- 4-1-14 5-8.4 9-7-13 14-2-1 1%0.0 26-3-5 31-8-0 3-4-0 38-3-12 44-4-0 -4- 4-1-14 1-6-6 3-11-9 4-6.4 4-9-15 7-3-5 5.4-11 1-8-0 4-11-12 6-0.4 Scale = 1:81.7 THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2-0° OF UNIFORM LOAD AS SHOWN. 1 O 3x6 = 4x6 = 6.4-11 9-7-13 14-2-1 19-0.0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 `Except 4-25: 2x6 SP No.2, 10-15: 2x4 SP No.3 WEBS 2x4 SP No.3'Except* 3-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=-1017(LC 12), 13= 907(LC 12) Max Grav 2=2074(LC 17), 13=1952(LC 18) 6.00 12 5x8 = 2x4 11 5x6 = 7 3132 8 33 9 2x4 II 25 `1 3x4 = 16 V' 15 14 13 2x4 II 3x8 = 3x6 11 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TIC 0.55 Vert(LL) 0.48 24 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.62 24 >859 180 WB 0.78 Horz(CT) 0.33 13 n/a n/a Matrix -AS Weight: 607 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 23-25, 15-17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3997/2013, 3-4=-9096/4648, 4-5=-10228/5281, 5-6= 4290/2348, 6-7=-3254/1906, 7-8= 2794/1774, 8-9=-2794/1774, 9-10— 2738/1733, 10-11=-2746/1618, 11-12=-188211061, 12-13=-1850/1092 BOT CHORD 2-25=-1939/3762, 23-25=-1465/2956; 4-23= 343/266, 22-23=-2847/5671, 21-22=-2848/5678, 20-21=-1953/3942, 18-20=-1397/3009, 17-18=-1103/2361, 10-17=-194/307 WEBS 3-25=-4008/2135, 3-23=-3776/7363, 5-22=-32/312, 5-21=-2040/1052, 6-21=-482/1188, 6-20=-1375/813, 7-20=-515/1254, 8-18=-391/417, 9-18=-443/915, 9-17=-285/583, 14-17=-871/1787, 11-17=-417/1142, 11-14=-1367/864, 12-14=-917/1786, 5-23=-2447/4786 NOTES- 11) 2-ply truss to be connected together with 1 Od (0.131 "xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. m fO N 9 , `%%,, Pp.. N VFW �i. i No 68182 r 'O: ! C S rr OF : 44/' C? Illilur Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: :hthr is 91191 8) ` Thistrusshas 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 --'' - — - — — — - Cor1f{r111BAFiNINGa'Gen? 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 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 City , Ply 2508 CR 3CAR BLK NO HS T24700283 2819559 All SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33b67, 6.43U 5 Jun Z idUZI NII I UK InOUS[ne5, Ina I I1U JUI 10 1 O:OU:O'f ZUG 1 raye 4 I0:?1Yl)fllmYJ1 NmupVDA3te2z4H28-k54E_gXfaZ5X7NIEJCnIBLONYgOS6ne4lOzHXkyxnC? NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1017, 13=907. 10) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City , Ply 2508 CR 3CAR BLK NO HS T24700284 2819559 Al2 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, tf.43u s Jun 2 2U21 MI 1 eK Inousine5, Inc. I nu JUI in-10:3U:00 eue I rage 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-CHecBVYHLtEOkXtQtvl_kZzX64MSrBzDX2ir3AyxnC_ T1-4•q 6-7-12 11-11-0 17-0-0 22-3.0 28-5-0 33-8.0 , 38.9-0 44-4-0 1 4 p 6-7-12 5.3-4 5.1.0 5-3-0 6-2-0 5-3.0 5-1.0 5-7-0 5x6 = 6.00 F12 5x6 = 3x4 = 5x6 = 28 29 6 30 7 31 32 8 Scale=1:79.6 r 12-XO 21 1 V 4x4 = 14 13 12 11 3x6 — 4x8 = 3x4 12x4 11 5x8 = 4x6 11 13.0-0 6-7-12 11-1L0 17-0-0 25.4-1 33-8-0 — 38-1.0 44-4-0 6-7-12 5-3-4 5-1-0 8-4-1 8-4-0 5.1.0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-01, [5:0-3-0,0-2-01, [6:0-3-0,0-3-01, [8:0-3-0,0-2-01, [11:Edge,0-3-81, [15:0-2-4,0-3-81, [19:0-7-12,0-5-01, [22:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.46 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.62 20 >860 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.29 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 308 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* BOT CHORD 2-20,11-14: 2x4 SP No.2, 8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' WEBS 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=306(LC 11) Max Uplift 2=-1011(LC 12), 11=-901(LC 12) Max Grav 2=2082(LC 17), 11=1953(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3872/1920, 3-4=-5104/2650, 4-5=-3706/2047, 5-6=-3313/1940, 6-7=-3310/1919, 7-8=-2442/1498, 8-9=-2788/1613, 9-10=-1823/1019, 10-11= 1859/1082 BOT CHORD 2-22=-1825/3613, 21-22=-137/264, 4-19=-501/1288, 18-19=-2365/4741, 16-18=-1663/3470, 15-16=-1524/3135, 8-15=-408/1026 WEBS 3-22— 1189/767, 19-22=-1846/3653, 3-19=-470/1047, 4-18=-1678/964, 5-18=-586/1375, 6-18=-393/182, 7-16=-122/599, 7-1 5=-1 053/591, 9-12— 1410/877, 10-12=-918/1777, 9-15=-437/1216, 12-15=-833/1722 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 19-21, 13-15 1 Row at midpt 4-18, 6-18, 7-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Extedor(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. • 4) Provide adequate drainage to prevent water ponding. 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 = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1011,11=901. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ``,,,,�111:1111//11� PQU I N VFW e E N S. F N 0 ••�'\ t� o _® No 68182 fi t N AL,��C� �• I/.11111� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIi 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 2508 CR 3CAR BLK NO HS T24700285 2819559 A13 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1515:30:57 2021 Page 1 ID:71 YDfItmY0 NmupVDA3te2z4H2S-BflMcBZXtUU5_r0o_KKSp_2sPu10J62W_MBx63yxnBy 1-4- 6-7-12 11-11-0 15-0-0 21.3-10 26-11-15 33.0-0 35-8-0 40.4-6 44-4.0 4-0 6-7-12 5-3.4 3-1-0 6-3-10 5-8-5 6.0-1 2-8-0 4.8-6 3-11-it Sx6 = 6.00 12 5x6 = 3x4 = 5 29 6 30 7 2x4 11 6x8 = 81 8 9 23 22 " 15 14 13 -- -- 12 3x6 = 4x8 = 3x4 11 12 2x4 11 6x8 = 44-4-0 Scale = 1:79.5 6x8 = 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) 0.50 21 >999 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.68 17-19 >779 180 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.35 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 309 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-21,12-15: 2x4 SP No.2, 8-14: 2x4 SP No.3 10-0-0 oc bracing: 20-22, 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-19, 7-16, 9-13, 10-12 20-23,9-16: 2x4 SP No.2, 11-12: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=266(LC 12) Max Uplift 2=-1011(LC 12), 12=-905(LC 12) Max Grav 2=2064(LC 17), 12=1940(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3832/1924, 3-4=-5006/2656, 4-5=-4070/2246, 5-6=-3674/2096, 6-7=-3919/2194, 7-8=-2917/1754, 8-9= 2890/1740, 9-10=-2042/1225 BOT CHORD 2-23=1832/3546, 22-23= 125/282, 4-20=-509/1154, 19-20=-232214572, 17-19=-1992/4006, 16-17=-1882/3759, 8-16=-250/302, 12-13=-695/1234 WEBS 3-23— 1154/775, 20-23=-1866/3561, 3-20= 467/991, 4-19=-1298/792, 5-19=-709/1568, 6-19=-569/286, 7-17=-69/491, 7-16=-1064/563, 13-16=-1032/2326, 9-16=-1442/2860, 9-13=-1850/971, 10-13=-250/854, 10-12=-2003/1204 I N 1) ,' Unbalanced roof live loads have been considered for this design. ���,, ,O �,� G E N S� � o,� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=6.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) NO 68182 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-1-4 zone;C-C for members and * !tt 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. Cc • 4) Provide adequate drainage to prevent water ponding. �O STtR OF ��; 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ,� ••Q, ,% 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 i N will fit between the bottom chord and any other members, with BCDL = 10.0 sf. ��i s (2? 7) Provide r 1viidi mechha05 cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1111111' O N Ai � %N� 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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/TPII 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 2508 CR 3CAR BLK NO HS T24700286 2819559 A14C Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:59 2021 Page 1 ID:? i YDfltmYJ1 NmupVDA3te2z4H2S-52t71 tboP5kpDBAB61MwuP7C4hihn?ypSgh2ByyxnBw 1-4- 6-9-4 13.0-0 19-5-5 2%10-11 32-4-0 38-2-4 44-4-0 -4-0 6-9-4 6-2-12 6-5-5 6-5-5 6-5-5 5-10-4 6-1-12 6.00 12 4x6 5x6 328 ST1.5x8 STPcc 27 M 1 2 0 22 5x6 = 3x8 = 5x6 = 5x6 = 48 = 2x4 11 5 296 30 7 318 9 32 10 i ex10 — 19 1 1 7x10 17 16 15 4x4 6x8 = eu 21 4x8 = 2x4 11 3x6 = 5x8 = 2x4 II 2x4 11 2x4 11 3-3-3 13 12 JJ 2x4 11 44 = 11 6x8 = Scale = 1:81.1 m GD N 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 FBC2020ITP12014 CS1. TC 0.70 BC 0.93 WB 0.97 Matrix -AS DEFL. in (loc) Vdefl Ud Vert(LL). 0.67 20 >786 240 Vert(CT) -0.89 20 >596 180 Horz(CT) 0.41 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 302 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied. Except: 4-21,8-13: 2x4 SP No.3, 16-19,14-16: 2x6 SP No.2 10-0-0 oc bracing: 19-21 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-14, 9-14, 9-11 19-22,18-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size) 11=0-3-8, 2=0-8-0 Max Horz 2=467(LC 12) Max Uplift 11=-942(LC 12), 2=-987(LC 12) Max Grav 11=1862(LC 17), 2=2050(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3789/1783, 3-4=-5695/2944, 4-5=-4504/2383, 5-6=-4096/2212, 6-7=-4553/2412, 7-8=-361&1923, 8-9= 3582/1902 BOT CHORD 2-22=-1914/3424, 4-19=-915/1854, 18-19= 2758/5055, 17-18=-2525/4676, 15-17=-2525/4676, 14-15=-2412/4542, 8-14=-321/320, 11-12=-785/1491 WEBS 3-22=-1715/1113, 19-22= 2142/3B55, 3-19=-864/1676, 7-14=-1120/596, 12-14=-809/1533, 9-14=-1429/2658, 9-12=-364/382, 9-11=-2206/1161, 7-15=0/33B, 5-18=-799/1758, j1111111//�� 6-18=-862/405,4-1$= 1744/978 ` IN VE' "`!4 NOTES- PQU i 40� ,O C, E /' 5+ •• F� 0' ••,• 1) Unbalanced roof jive loads have been considered for this design. ; �N,, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. :� II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) NO 68182 •; ' 13-0-0 to 18-7-14, Intedor(1) 18-7-14 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 ,; 71t 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. �O :• ST 0 F : •4) Provide adequate drainage to prevent water ponding. �W; 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r ,�'.• Q. •+•\_,�� 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 � Q �i� . •,� 0 R II . �I� • will fit between the bottom chord and any other members, with BCDL=10.Opsf. tSs • • • �� �� /Oanical 7) Provide connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 'ecch /�N A� � ��4 11=942,287. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez. PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 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 , City , Ply 250E CR 3CAR BLK NO HS T24700287 2819559 A15 MONO HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021.MiTek Industries, Inc. Thu Jul 15 15:31:01 2021 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-1 R?tSZc2xi_XSSKaDAPOzgCaSVNcFyT6v_A9GgyxnBu r1-4-q 6.4-4 11-0-0 16-7-12 24-0-11 %3-5 38-8-3 44-4.0 �0 6-4-4 4-7-12 5-7-12 7-4-15 7-2-105-7-13 Scale = 1:78.1 5x6 = 3x4 = 5x6 = 5x6 = 4x4 = 2x4 11 4 5 23 624 725 8 26 9 2x4 II 5x6 = 3x4 = 3x4 = 4x4 = 6x8 — 3x6 = 3x8 = 4x6 = B-5-12 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 0.58 BC 0.97 WB 0.78 Matrix -AS DEFL. in (loc) I/dell Ud Vert(LL) 0.44 13-14 >999 240 Vert(CT) -0.68 14-16 >778 180 Horz(CT) 0.19 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 244 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood. sheathing. directly applied, except end verticals. BOT CHORD 2x4 SP No.1 "Except' BOT CHORD Rigid ceiling directly applied: 2-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-11, 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10=-941(LC 12), 2=-1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5— 2944/1606, 5-6=-3768/1950, 6-7=-3557/1801, 7-8=-2333/1150 BOT CHORD 2-17=-1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772, 11-13=-1654/3139, 10-11=-895/1655 WEBS 3-16=-570/416, 4-16— 492/1224, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382, 7-13=-270/768, 7-11=-1268/805, 8-11= 574/1494, 8-10= 2309/1265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 0111111111111 VFW-�eo� ,���`PQUIN Q •' • • • • • •' • F �i 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-O to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2R) �� •. , •'��C' E N SAC`'? ���' 11-0-0 to 16-7-12, Intedor(1) 16-7-12 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 `��� plate grip DOL=1.60 NO 68182 •� • 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific * �• 1F 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 y �� S T OF �� will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. .00;�'.�♦ •'. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) \ i� Q 10=941,2=1015. ✓j�l�Si •••••' ���� 8) is design reuires that a minimum ofa structural wood sheathing be applied directly to the top chord and 1/2" gypsum 10�,, /O N p11 sh truss ock be directly to the bottom chord. IE Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 ANS11TPI/ Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City I Ply 2508 CR 3CAR BLK NO HS T24700288 2819559 A16 MONO HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:02 2021 Page 1 ID: ?1 YDfltmYJ1 NmupVDA3te2z4H2S-VdZFfudgi0604cvmnuwdW 1 IhZvnP_MZF8evioGyxnBt r1-4-Q 6-4-1 9-0.0 15-4-15 22-5-11 30-10-5 37-11-2 44-4-0 1-4-0 6.4-1 2-7-15 6-4.15 7-0-13 B-4-9 7-0-13 6-4-14 6.00 12 3x6 = Scale = 1:78.1 5x6 = 3x4 = 5x6 = 5x6 = 3x6 = 3x4 11 4 22 235 24- 6 25 7 26 8 27 9 16 15 14 13 12 11 10 3x8 = 5x6 WB= 3x4 = 3x4 = 46 = 4x4 = 6x8 = 9.0-0 17-11.12 26-8-0 35-4-4 L 44-4-0 9.0-0 8-11-12 8-B-4 B-8-4 8-11-12 Plate Offsets (X Y)-- [4:0-3-0,0-2-01, [6:0-3-0,0-3-41, [7:0-3-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.58 13-14 >912 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.74 13-14 >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 229 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing, directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-16, 8-10 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2=-1023(LC 12) Max Gram 10=1634(LC 1), 2=1708(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1886, 3-4=-2955/1804, 4-5=-2639/1665, 5-6=-3823/2296, 6-7=-3768/21 9 1, 7-8=-2542/1453 BOT CHORD 2-16=-1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380, 10-11— 1190/1959 WEBS 3-16=-302/352, 4-16=-583/1093, 5-16=-1284/753, 5-14=-136/443, 6-14= 299/318, 6-13=-339/369, 7-13=-233/573, 7-1 1=-1 194/837,8-11=-550/1186, 8-10=-2379/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. IIIllltll//��� VF��!4Ie ,��PQUIN • • • • •' • F �i 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. �� ,..• •, ; �•` \Ci E N SF.•� ��� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0 :�� to 14-7-14, Interior(1) 14-7-14 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1_60 NO 68182 •; • 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. .� ; C' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -�3 S 0 F 4U .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 0 Q •,3M 4 ; will fit between the bottom chord and any other members. .0 •'• 4 V 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 0 R % •, ,III ssr • 10=934, 2=1023. • • • • • • %%, 8) is trussdesign requires that a minimum of " structural wood sheathing be applied directly to the top chord and 1/2" gypsum 10 N Alill rl sh trbe applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 ANS11TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty i Ply 2508 CR 3CAR BLK NO HS T24700289 2819559 A17 Half Hip Girder 1 2 Job Reference (optional) Builders t-IfstSource (viant Gny, t-L), viarn Lary, rL - 00001, 0.— J dui I � ...1 1.111I„— , „- „u, ID:?i YDfitmYJ1 NmupVDA3te2z4H2S-sbMBichpWYkhANnjaRVoD5Sa8wbFfik_HwdTTUyxnBo 1-4- 7-0-0 9-11-0 15-2-0 20-5-0 25-8-0 30-11-0 36-2-0 41-5-0 44.4-0 1-4.0 7-0.0 2.11-0 5-3-0 5-3-0 5-3-0 5 5-3-0 2-11-0 6x8 = 7x8 = 6.00 F12 3 22 4 23 24 5 25 26 6 27 28 29 730 31 32 8 33 34 Scale = 1:78.1 7x8. = 2x4 11 35 9 36 37 10 38 1139 19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 ST1.5x8 STP = 7x8 = 7xB = 6x8 4x6 = 12-6-8 5-3.0 38-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12. n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MS Weight: 591 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 4-4-9 cc purlins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-8-7 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=276(LC 8) Max Uplift 12=-2052(LC 5), 2= 1875(LC 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6— 9762/5973, 6-7=-10094/6180, 7-8=-9288/5686, 8-9= 7365/4499, 9-10= 4313/2612 BOT CHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16=-6154/9899, 14-15= 5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19=-1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5-17=-453/887, 6-17=-625/588, 7-16= 81/387, 7-15=-987/758, 8-15=-610/1239, 8-14=-1916/1335, 9-14= 1232/2227, 9-13=-2788/1889, 10-13= 1766/3139, 10-12= 3744/2408 11111111/// j NOTES- ♦♦�`op, J`N .•`.. 1) 2-ply truss to be connected together with IOd (0.131 °x3°) nails as follows: N ♦♦ , GE Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. �♦ ,••�,� S�`••.• �.0 Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9=O cc. i Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. No 68182 • 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. 'Qcc 4) Wind:- ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. :• ST OF : •� Z ' 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 .0 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �i� i(� ••• �`' O \ Q��.• _`♦♦� to the use of this truss component. �j. (� O R II •. 6) Provide adequate drainage to prevent water ponding. �I� SS ........ • �� �♦ plates7) All 8) Thistruss has been des gned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��,�,�� N A; 1� ���♦ 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 Joaquin Velez PE No.68182 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cert 6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6904 Parke East Blvd. Tampa FL 33610 12=20521 2=1875. Date: July 16,2021 0 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 ANShTPll 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 2508 CR 3CAR BLK NO HIS T24700289 2819559 A17 Half Hip Girder 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43o s Jun 2 2U21 Mi I eK Inaustnes, Inc. I nu jut i5 1b:3i:u/ tun rage 2 ID:?1 YDfitmYJ 1 NmupVDA3te2z4H2S-sbMBichpW YkhANnjaRVoD5SaBwbF8k_HwdTTUyxnBo NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at 9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb up at 15-0-12, 91 lb down and 168 lb up at 17-0-12, 91 lb down and 168 lb up at 19-0-12, 91 Ito down and 168 lb up at 21-0-12, 91 lb down and 168 Ib up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35-0-12; 91 lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 Ib down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 Ib down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at 43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 3=-91(B) 11=-145(B) 12=-61(B) 19=-323(B) 5=-91(B) 16=-41(B) 8=-91(B) 13=-41(B) 22=-91(B) 23= 91(B) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B) 28=-91(B) 30=-91(B) 31=-91(B) 32=-91(B) 34=-91(B) 35=-91(B) 36=-91(B) 37=-91(B) 38=-91(B) 39=-91(B) 40=-41(B) 41=-41(B) 42=-41(B) 43=-41(B) 44=-41(B) 45=-41(B) 46=-41(B) 47=-41(B) 48=41(6),49=41(B) 50=-41(B) 51=-41(B) 52=-41(B) 53=-41(B) 54=-41(B) 55=-41(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 MITek3 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 injuryjand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and 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 I Job Truss Truss Type 1 City 1 Ply 2508 CR 3CAR BLK NO HS T24700290 2819559 B03 COMMON SJPPORTED GAB 1 1 Job Reference (optional) Builders FirstSource (f lant Gny, FL), Flant.t;ny, ru - 3Jbbf, 0.40V b JUII L GVL 1 IVII 1 — II IU-11—, 11— 111u ,,,,..,1.Hu ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-KnwWwyiRHssXoXMw8Bl l ml?m?J_BOHBBW aM1 ?wyxnBn 1-4-0 9-4.0 18-8.0 20-0-0 1-4-0 9.4-0 9.4-0 1-4-0 Scale=1:37.5 4x4 = m Io 3x4 = bXb = 18-8-0 18-B-0 Plate Offsets (X Y)-- [2.0-3-8 Edge] [2.0-2-8 Edge] [12.0-3-8 Edge] [12:0-2-8 Edge] [17.0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.56 Vert(LL) -0.02 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.02 13 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC202OTrP12014 Matrix-S Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0. (lb) - Max Horz 2=220(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 14 except 2=-303(LC 12), 12=-303(LC 12), 18=-112(LC 12), 19— 132(LC 12), 16=-112(LC 12), 15=-132(LC 12) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 16, 15, 14 except 2=255(LC 1), 12=255(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-98/342, 7-8=-97/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -2-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 9-4-0, Comer(3R) 9-4-0 to 13-4-0, Exterior(2N) 13-4-0 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate If fit grip DOL=1.60 3) Truss designed for wind loads in the of the truss only. For studs exposed to wind (normal to the face), see Standard Industry p,QV N plane Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. %%��� ' G*i , * •' 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Jo ; •�,� to theuseof this truss component. :♦ �t`••,� 5) All plates are 2x4 MT20 unless otherwise indicated. No 68182 ' 6) Gable requires continuous bottom chord bearing.. 1k 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 '. ST O F .� 14/• will fit between the bottom chord and any other members. 10) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where 0.• %N P ; used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other treatment if it does corrode the If ACQ, CBA, or CA-B treated lumber is used, improved corrosion 4 O \_��♦ �� R ,♦ �� ss ' • suitable may used not plates. %% oisrequired, and G1 85galvanizedplateswiththisdesign. Incising factors have not been considered for this be se'Idts �I��O N Afill design. Building designer to verify this product intended I I 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14 except Joaquin Velez PE No.68182 Qt=lb) 2=303, 12=303, 18=112, 19=132, 16=112, 15=132. MiTek USA, Inc. FL Cert 6634 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 69b4 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ® WARNING - Verity designparameters 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 passible 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 2508 CR 3CAR BLK NO HS T24700291 2819559 B04 COMMON STRUCTURAL GA 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.4aU s uun z zuzl mi I eK Inausmes, Inc. i nu uui i o i o:a I: I u zuc i rdye r I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-GA2HLdjhpT7F1 qW I FZ3Vg45J7Vgs6MR_ur74pyxnBl 1-4-0 7-5-4 14-4.0 21-2-12 20.8-0 30-0-0 1-4-0 7-5-4 6.10-12 6-10-12 7-5.4 m 01 4x6 = 6.00 12 3x4 = 5x8 = 13 12 11 lU 5xB = 3x4 II Scale = 1:55.8 10-3.5 18-3.8 18 fi-11 28-8.0 10-3-5 B-0-3 0- -3 10-3-5 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-8,Edge], [4:0-3-0,0-3-4], [5:0-2-0,0-0-8], [6:0-3-0,0-3-0], [8:0-4-0,0-2-1], [13:0-2-0,0-1-8], [13:0-4-0,0-3-0], [14:0-2-0,0-0-2], [14:0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.16 14-39 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.34 14-39 >650 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 201 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except Qt=length) 2=0-8-0. (lb) - Max Horz 2=322(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, Max Grav All reactions 250 lb or less at joints) 8=276(LC 22) 10 except 2=-513(LC 12), 13=-740(LC 12), 8=-298(LC 12) 11, 10, 8 except 2=830(LC 17), 13=1444(LC 19), 13=1274(LC 1), FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-888/536; 4-5=-665/438, 5-6=-162/571, 6-8=-68/395 BOT CHORD 2-14=-283/1006, 12-13=-257/267, 11-12=-257/267, 10-11=-257/267, 8-10= 257/267 WEBS 5-13=-1141/675, 6-13=-446/514, 5-14=-335/871, 4-14=-509/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-4-0, Exterior(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; 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/fPI 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) All plates are 2x4 MT20 unless otherwise indicated. '6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is. required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except (jt=lb) 2=513, 13=740, 8=298, 8=298. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,`,,�IIIIIIrIIrrr,I F�%��. �, ••�'` 4' No 68182 � r • ��'�• A,fR \ i,:F•;, C'>% rrrrrl nailtl�� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r Qty . Ply 2508 CR 3CAR BLK NO HS T24700292 2819559 B05 COMMON 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, oAciu s uun z zuzi MI I ex industries, inc. i nu dw j a j oa i; i t zuc i rdye j ID:ZzuNOAdEBoQdU2OWuKTi6czlUlk-kMcfYzkJanF6f 5VpHakNxdGzXrcbWTaCXbhcFyxnBk 1-4-0 7-5-4 14-4-0 21-2-12 28-8-0 30-0-0 1-4-0 7-5.4 6-10-12 6-10-12 7-5-4 4x6 = 6.00 F12 Scale=1:51.1 3x4 = 4x4 = 3x4 = 4x4 = 4x4 = 9-5-6 19-2-10 28-8-0 9-5-6 9-9-3 9-5.6 Plate Offsets (X Y)-- [3:0-3-0 0-3-4] [5:0-3-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) . -0.30 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.46 8-10 >744 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.i BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-322(LC 10) Max Uplift 2=-711(LC 12), 6=-711(LC 12) Max Grav 2=1314(LC 17), 6=1314(LC 18) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2115/1210, 3-4=-1973/1215, 4-5=-1973/1215, 5-6=-2115/1210 BOT CHORD 2-10— 907/2073, 8-10=438/1294, 6-8=-924/1832 WEBS 4-8= 417/981, 5-8=-470/517, 4-10=-417/980, 3-10=47M17 . NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Exterior(2R) 14-4-0 to 18-4-0, Intedor(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 ,OPQ,% vIN V��I�♦' plate grip DOL=1.60 ,`% ��F ♦♦ 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific N l ♦♦♦ to the use of this truss component. �� ,••��C' S�`••,• ♦.0 4) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other jive 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 No 6 81 82 ` will fit between the bottom chord and any other members, with BCDL = 10.Opsf. * •; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711, 6=711. l 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ;• S O F 44/ sheetrock be applied directly to the bottom chord. •... •• 40 .00 AN Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: July 16,2021 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 Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700293 2819559 B06C Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, m43u s ,run z zu4 i rvi t ex inuusures, inc. i nu uu i s taco i; i s cuc i raye i ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-CY91 mJlxL5NzHBghN_5zw8ASpxD9Kxv4RBKE8hyxnBj 1-4-0 7-3-11 13-6.8 15-1-8 21-4-5 28-8-0 30-0-0 1-4-0 7-3-11 6-2-13 1-7-0 6-2-13 7-3-1.1 1-4-0 Scale=1:53.1 4x6 = 4x6 = 6.Do 12 4 2x4 11 3x4 = 3x4 = 2x4 11 3x4 = 3x4 = 3x4 = 28-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.57 BC 0.58 WB 0.73 Matrix -AS DEFL. in Vert(LL) 0.14 Vert(CT) -0.19 Horz(CT) 0.07 (loc) I/dell Ud 9-19 >999 240 9-19 >999 180 7 n/a n/a PLATES MT20 Weight: 145lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=307(LC 11) Max Uplift 2= 711(LC 12), 7=-711(LC 12) Max Grav 2=1133(LC'1), 7=1133(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1886/1170, 3-4=-1331/950, 4-5=-1120/927, 5-6=-1331/950, 6-7=-1886/1170 BOT CHORD 2-13=-859/1703, 11-13=-860/1699, 10-11=-437/1120, 9-10=-891/1635, 7-9=-890/1639 WEBS 3-13=0/295, 3-11=-713/533, 4-11=-231/378, 5-10=-231/378, 6-10=-714/532, 6-9=0/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-6-8, Extedor(2E) 13-6-8 to 15-1-8, Exterior(2R) 15-1-8 to 20-9-6, Interior(1) 20-9-6 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=711,7=711. '8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. GRIP 244/190 FT = 20% ``.%itIIII/1//ICI I N �� ,O ••�:G E N S • F�'��i 10 No 68182 �•' S OF :•�/ 00 O N "'ml1ioO Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 T Ia 0 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 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?Pll 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 2508 CR 3CAR BLK NO HS T24700294 2819559 B07C Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant (Aty, FL), Plant Glty, FL - 33b6 t, a.vou s dun a ZUz r rvu !UK uruusures, ux:. 1 nu dui ra i a:u r : i o cuc i rayu i ID:71YDfltmYJ1 NmupVDA3te2z4H2S-gkjPzfla6OVgvlFtwhcCTMicvKV43R2tgr4ohByxnBi 1-4-0 6.0-8 11.6-8 12-10-7 15-0.0 21-6-12 28-8-0 30-0-0 1-4-0 6-0-8 5.6-0 1.3-15 2-1-8 6-6-12 7-1-4 1-4-0 4x6 = 4x6 = 5x6 Scale=1:53.1 3x4 = 2x4 11 3x4 = 5x6 = 3x4 = 4x4 = 5-6-0 ' 1-3-15 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 FBC2020lrP12014 CSI. TC 0.61 BC 0.86 WB 0.54 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud -0.18 10-19 >999 240, -0.36 10-19 >952 180 0.07 8. n/a n/a PLATES GRIP MT20 244/190 Weight: 153 lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1302(LC 17), 8=1305(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2216/1310, 3-4=-1650/1083, 4-5— 1436/1072, 5-6=-1622/1231, 6-7=-1963/1264, 7-8=-2105/1267 BOT CHORD 2-13=1042/2157, 12-13=-1042/2157, 11-12=-631/1573, 10-11=-484/1323, 8-10=-960/1827 WEBS 3-12=-676/472, 4-12=-160/404, 5-11— 614/470, 6-11= 512/844, 6-10=-411/883, 7-10=-448/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; Cat. ,'J11�1�.1111, U' N V I�f, F� (3-second gust) eave=5ft; II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-6-8, Exterior(2E) •E •'• Fes' ��� 11-6-8 to 12-10-7, Interior(1) 12-10-7 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and ��� ,� 1V ; '��Ci `S�C`'•�� �� �� forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 i No 68182 10 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 ; 13 :� S OF : 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) Al 2=711, 8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,c'�.• ��. ,`•S .. O R Q \_,�� �iS j '' • • • •''�� ,% sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 ll USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A 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 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 ANSbTPII 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 2508 CR 3CAR BLK NO HS T24700295 2819559 BOBC Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, I-L - 33561, 0.4aU s dun Z ZUZ 1 1VII I eR 111UUbUlUb, 111U. I I1U V UI 10 10.0 1. I U 4Va I rage 1 ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-d7rAOLnge01YBcPG26fgYnoyRBBnXHXA79ZulOyxnBg 1-4-0 5-2-15 9-fi-8 10-10-7 15-0-0 21-6-12 28-8-0 30-0-0 1.4-0 5-2-15 4-3-9 1-3-15 4-1-8 6.6-12 7-1-4 1-4-0 Scale=1:53.1 4x6 = 44 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 9-6.8 10-10-7 19-6-15 28-8-0 9-6-8 1-3-15 8-8-7 9-1-1 Plate Offsets (X Y)-- [7:0-3-0 0-3-4] [8:0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.31 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.50 10-12 >687 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 145 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* •2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2= 308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1307(LC 17), 8=1310(LC 18) BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2187/1428, 3-4=-1899/1222, 4-5=-1689/1190, 5-6=-1948/1440, 6-7=-1989/1299, 7-8=-2131/1301 BOT CHORD 2-13=-1177/2150, 12-13=-836/1843, 10-12=-517/1326, 8-10=-958/1848 WEBS 3-13=-371/398, 4-13=-219/536, 5-12=-837/691, 6-12=-644/1028, 6-10=-410/931, 7-10=-442/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-6-8, Extedor(2E) 9-6-8 to 10-10-7, Interior(1) 10-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. djU IN �� J� G•E N S 4' F� �'•� �, ••�\ No 68182 �:• S OF 'f-si0 NM � 1�`` �`, Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity designparameters 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 M iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPI1 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty I Ply 2508 CR 3CAR BILK NO HS T24700296 2819559 B09 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, I-L), Plant city, rL - 33bbl, 0.,#au A dull L LUG I Ivn I un II IUU-11—, II— I I lu JUI I a l o. I. lv — l , U. , I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-5J PYbhoSPJtPmlzScgAv4_K6oYU7GIkJMpISHSyxnBf 1-4-0 7-6-8 8-10-7 15-0-0 22-0-5 28-8-0 30-0-0 1-4-0 7.6.8 1-3-15 6.1-8 7-0-6 6-7-11 1-4-0 w 0 5x6 = 3x4 = 8x4 = 3x4 = 3x4 = 3x4 = 3x4 Q 10-5-2 Scale=1:53.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.29 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.49 10-12 >701 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.74 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020[TP]2014 Matrix -AS Weight: 141 lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2= 308(LC 10) Max Uplift 2=-711(LC 12), 8= 711(LC 12) Max Grav 2=1308(LC 17), 8=1310(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2086/1289, 3-4=-1874/1296, 4-5=-2027/1372, 5-7=-1969/1242, 7-8=-2162/1302 BOT CHORD 2-13=-997/2022, 12-13=-1055/2159, 10-12=-510/1335, 8-10=-990/1885 WEBS 3-13=-218/618, 5-12=-560/1037, 5-10=-348/893, 7-10=-455/500, 4-12=-663/623, 4-13— 492/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-6-8, Exterior(2E) 7-6-8 forces & ,,��� V f N to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and MWFRS for DOL=1.60 DOL=1.60 �� P`Q N reactions shown; Lumber plate grip 3) Building Designer / Project responsible for verifying applied roof live load shown covers rain loading requirements specific ��� ,0 G E SAC`'••• 0.0 engineer to the use of this truss component. �� ,•• �,� i No 68182 •; 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. * �• �r 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. -0 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) S OF � Z ' 2=711,8=711. •• Q 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum•..C` sheetrock be applied directly to the bottom chord. �j�,n *. 0111 %%1� 0NA`����. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 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 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 2508 CR SCAR BLK NO HS T24700297 2819559 B10 ROOF SPECIAL 1 1 Job Reference (optional) Builders First5ource (Plant Glty, FL), Plant Glty, rL - 33b6f, C.43v s jun z zuz t mt t eK tncusmes, inu. r nu uur ra ia.o i s i r cuc i ruye i I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-ZWzwpi p4Ad?GNvYe9Xh8dCtHJygC?ApTbT2?gvyxnBe 1-4-0 5-6-8 6-10-7i 10-3-5 1Q-11r3 15-0-0 22-0-6 28-8-0 30-0-0, 1-4-0 5.6-8 1-3-15 3-4-14 0-7-14 4-0-12 7-0-6 6-7-10 1-4-0 Scale=1:53.1 4x6 = 3x4 = 3x4 = 3x10 = 3x4 = 3x4 = 3x4 ' 5-6-8 1-3-15' 3-4-14 9-3-9 3-2-13 5-10.4 Plate Offsets (X Y)-- 19:0-2-10 0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.31 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.52 11-13 >656 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 145lb 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, 9=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 9= 711(LC 12) Max Grav 2=1307(LC 17), 9=1308(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1343, 3-4=-2004/1314, 4-5=-2041/1267, 5-6=-2114/1449, 6-8=-1967/1225, 8-9=-2161/1287 BOT CHORD 2-14— 1073/2153, 13-14=-1199/2419, 11-13=-487/1331, 9-11=-990/1884 WEBS 3-14=-318/734, 4-14=-659/380, 4-13=-558/435, 5-13=-299/370, 6-13=-665/1163, 6-11=-353/898, 8-11=-457/507 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(K) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-6-8„ Exterior(2E) 5-6-8 to 6-10-7, Interior(1) 6-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 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) 2=711, 9=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,%%01►111111111't PPkJIN GENS' No 68182 cc ST OF 14/ .,ass%O N M- E����• /1111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa IL 33610 Date: July 16,2021 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 verily the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapsewithpossible 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 Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36610 Job Truss Truss Type Qty - Ply 2508 CR 3CAR BLK NO HS T24700298 2819559 Ell ROOF SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, I-L - 335b1, e.43u 5 Jun ie ZUZ I NII I eK Inuustnes, inu. I nu Sul ro r o:o I: r o 4u4I rage I ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-1 iXIONpixx77?37dFCNAPPROLBkkhwcp7nYMLyxnBd 1-4-0 3-6-8 4-10-7 7-11-8 15-0.0 22-0-5 28-8-0 30-0-D 1-4-0 3-fi-8 1-3-15 3-1-1 7-0-B 7-0-6 6-7-11 5x6 = Scale = 1:53.1 n 3x4 = 4x8 = 3x4 = 3x4 = 3x4 = 3x4 19-6-14 3-6-8 5-2-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) . -0.30 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT)-0.5011-13 >687 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 9 n/a nla BCDL 10.0 Code FBC202OfFP12014 Matrix -AS Weight: 142lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grev 2=1305(LC 17), 9=1307(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/1352, 3-4=-2573/1498, 4-5=-2971/1732, 5-6=-2056/1280, 6-8=-1961/1205, 8-9=-2155/1264 BOT CHORD 2-14=-1103/2255, 13-14=-1126/2342, 11-13= 490/1343, 9-11= 984/1878 WEBS 3-14=-475/958, 4-14=-1235/736, 5-14=-380/768, 5-13=-688/621, 6-13=-478/1042, 6-11=-345/890, 8-11=-456/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE t B 2) i IO.18; MWFRS onal C-C Exterior 0, n edor 1 2-8-0 to 3 6-8, Exterior 2E 3-6-8 t IEx C; Encl.,iGC (d ect and 2EL -1-4-0 -8 to 4-10-7, Interior(1) 4-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & %'�,(�U .. ' • •• �� , ,��� ,V� ,0 ,• G E N `S�`••.• 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. NO 68182 •; • 4) Provide adequate drainage to prevent water ponding. * ; �Ir 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 = I O.Opsf. '7) �• S OF .� �✓ Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711, 9=711. 010�• �` P •.141� �'•N 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum be directly to the bottom �� O R 1 Q sheetrock applied chord. ON Ai �Q�,, Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17PI1 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 aty Ply 2508 CR 3CAR BLK NO HS T24700299 2819559 B12 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant Gty, FL), Plant Uily, t-L - 33bbf, a.YOv b uul I c cUc i 1- 1 Wh 111uu—Ma, 116 . 1. ,. oU� ID:ZzuNOAdEBoOdU2OW uKTi6czl Ulk-Vu4hEigKhEF_dDi1 HyjcidyemlYcT6gl2nX6unyxnBc 1-4-0 1-6-8 2-10-7 6-2-13 10-3-5 15-0-0 21-5-2 25-7-8 1-3-15 4.8-10 6-5-2 4-2-6 �a Scale: 1/4'=l' 44 = 3x4 = 3x10 = 300 = 44 = 3x4 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.58 BC 0.85 WB 0.73 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/dell Ud -0.29 11-13 >999 240 -0.48 11-13 >641 180 0.05 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 144lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc pudins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 2-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Horz 2=270(LC 7) Max Uplift 2=-653(LC 8), 10=-531(LC 8) Max Grav 2=1013(LC 13), 10=1061(LC 14) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1799/910, 3-4=-2784/1346, 4-5= 3421/1710, 5-6=-1753/886, 6-7=-1799/1041, 7-8=-1277/745 BOT CHORD 2-14— 871/1754, 13-14=-1046/2157, 11-13=-378/1011, 10-11- 521/1018 WEBS 3-14=-641/1469, 4-14— 1551/838, 5-14=-611/1317, 5-13=-572/434, 6-13=-286/307, 7-13=-520/1154, 7-11=-85/377, 8-1 0=- 1343/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; Cat. 111111 111. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; eave=7ft; II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,,�t,.11UfN � 4iF �j 3) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific ,�`a OPQ •, �i�, to the use of this truss component. ,,� , ••.... E : �, F�'.� i 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. : No 68182 •; +6) • This truss has been designed. for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * *, will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) .0 Z 2=653, 10=531. •B) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 31 Ito down and 114 lb up at $ O F �✓ •.• The design/selection device(s) is the 1-6-8 on top chord, and 67 lb up at 1-6-8 on bottom chord. of such connection responsibility of Q, •• \_,�� i� ,� •• 4 'R. others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i. S O R 1 �.• G. ��I� S • • • • • •' N Al LOAD CASE(S) Standard `,�`� "If 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads (plf) MITek USA, Inc. FL Cert 6634 Vert: 1-3=-54, 3-4=-54, 4-7=-54, 7-9=-54, 10-15=-20 6904 Parke East Blvd. Tampa FL 33610 Concentrated Loads (lb) Date: Vert: 3=73(F) 18=45(F) July 16,2021 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 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 Welk' 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?PIl 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 2508 CR 3CAR BLK NO HS T24700300 2819559 C1 Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, I-L - 33bb/, t3.4ju s dun z zuz r [Vitt eK urausmUS, uK:. i nu dui i o io:a i.4u 4uc i raya r I D:YARgCUhM7owkV EMpPNjefGzAwvz-z5e3R2rzSYNgENHDrfErFgVue95OCkHvHRGfREyxnBb -1-4.0 _ 0-11-4 1-4-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26 TCDL 7.0 Lumber DOL 1.25 BC 0.05 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2= 226(LC 12), 4=-15(LC 1) Max Gram 3=23(LC 12), 2=15B(LC 1), 4=51(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. N N O DEFL. in (loc) I/defl L/d Vert(LL) 0.00 5 >999 240 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;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) 3, 4 except at=lb) 2=226. 111111111/�� & IN G E N S No 68182 �•' S OF :•44/' .O•• ; ��: �##i�S' ••.....••• Joaquin Velez PE No.68182 MiTek USA, Inc. Fl. Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 WARNING - Verity designparameters 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 ANSLoTP11 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 250E CR 3CAR BLK NO HS T24700301 2819559 C3 Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, tf.4ou s dun ie zuz i mi i eK inuusrnes, a w. i i m dw i u i o.0 i — —1 Kayo , I D:zmbLkv5ELIDtgyehSMnND7z4_Wx-z5e3R2rzSYNgENHDrfErFgVue92bCkHvHRGfREyxnBb -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 2-11-4 Plate Offsets (X Y)-- 12.0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT)' -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 12lb 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 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I will fit between the bottom chord and any other members. 5) Refer to for truss to truss connections. %% ,,�� ��� I N girder(s) 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ot=lb)........ ,PQV • • E N •, �� �i� 2=245. �•�` S'�•• No 68182 1:13•S F :•441 'OFS'c.; % Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert. 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7PIl 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 2508 CR 3CAR BLK NO HS T24700302 2819559 05 Jack -Open 4 1 Job Reference (optional Builders FirstSource (Plant City, FL), Plant City, FL - 335bl, 6.4JU 5 JUII z 4U4 I IVII !UK u W—U ICJ, II el. I I IU JUI I o I o.o I.agv ID:zmbLkv5ELl DtgyehSMnND7z4_W x-RHCReOsbDsVhsXsQONm4n21 ?fZKAxAX2V5ODzgyxnBa 1-4-0 4-11-4 1-4-0 4-11-4 3x4 = 1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL I Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4 7 >897 240. TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >913 180 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 -AS 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=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Gram 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ``,1111111IIIIIII No 68`182 :?�•: STA OF :•4U All �4*�,iIS�� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 ANSLITP11 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, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2508 CR 3CAR BILK NO HS T24700303 2819559 DOI SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant Ctty, FL - 33567, d.413U s Jun 2 2UZ1 MI I eK arousmes, Inc. I nu Jul 1 a la:a i;ee zuz I rage r ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-wTmpsksD_9dYUgRcy4HJKFaBKzdHgW BCkIImV6yxnBZ -1-4-0 6-0-10 a-8-0 9 0 15-3-0 22.0-0 23-4-0 1-4-0 6-0-10 0-4- 6-3-0 6.9-0 1-4-0 m �1 5x6 II 3x10 = 2x4 II 9-o-c 8.0-0 B-B-0 15-3-0 i 21-8-0 22-0,0 7-8-0 0-8-0 6-3-0 6.5.0 14-b Scale=1:44.3 m I4 o 0 o N LOADING (psf) SPACING- 2-0-0 CSI. bEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) 0.14 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.12 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 126 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-12: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-7-10, Right 2x4 SP No.3 3-2-5 REACTIONS. (size) 8=0-3-8, 2=0-4-0, 14=0-4-0 Max Horz 2=434(LC 11) Max Uplift 8=-81 O(LC 12), 2=-617(LC 12), 14=-655(LC 12) Max Grav 8=616(LC 1), 2=423(LC 21), 14=752(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-9-0 oc bracing: 11-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-314/885, 4-5=-233/588, 5-6=-260/596, 6-8=-556/1673 BOT CHORD 2-14=-411/208, 13-14=-411/208, 11-13=-1039/333, 10-11=-1308/549, 8-10=-1319/551 WEBS 4-13=-232/440, 6-10=-708/255, 6-11=-516/1370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 8=810, 2=617, 14=655. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I,Ot1JlN 1 F���ii OP Is J. G E N 9 No 681.82 �rr: ?13 ST OF ,����s`S�O N AL E��4 �//IIIIIlti1�� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 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 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 t Ply 2508 CR 3CAR BLK NO HS T24700304 2819559 D01 S MONO TRUSS 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33b6/, 6.436 5 JUII a LUL 1 -IVII !UK II W—UlUb, n 1U. I I lu uul to I o.o I.aga , ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-OgKB34trITIP5gOoWooYtT7JPMuDP1 cLzPVJIZyxnBY -1-4-0 6-0-10 8-10-0 � 6-0-10 2.9.6 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.61 TCDL 7.0 Lumber DOL 1.25 BC 0.94 BCLL 0.0 Rep Stress Incr YES WB 0.22 BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0; 6=0-3-8 Max Horz 2=332(LC 12) Max Uplift 2=-404(LC 12), 6=-408(LC 12) Max Grav 2=388(LC.1), 6=326(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/169 BOT CHORD 2-6=-495/202, 5-6=-495/202 WEBS 3-5=-300/736 vaaiQ:1 2x4 11 0-10-8 Scale=1:29.0 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.36 6-10 >264 240 MT20 244/190 Vert(CT) 0.31 6-10 >301 180 Horz(CT) -0.00 6 n/a n/a Weight 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except -end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-4 zone; cantilever left exposed ; porch'left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom: chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=40416=408. �6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. {{111111///I �%��� PpIU IN No 68'1.82 O F 4U 00 % ..,,ON Joaquin Velez PE No.68182 MlTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 2508 CR 3CAR BLK NO HS T24700305 2819559 D02 GABLE 1 1 Job Reference o tional Builders FirstSource (I'lant Glty, FL), mans cny, M - 00001, -1-4-0 , 6-0-10 011 8-0-0 8-8-0 4x6 = 3x6 = 5-4-13 Scale=1:43.2 m 0Ia o -6 N LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.88 BC 0.73 WB 0.44 Matrix -AS DEFL. in Vert(LL) 0.27 Vert(CT) 0.23 Horz(CT) 0.03 (loc) Vdefl Ud 9-11 >599 240 9-11 >703 180 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP No.2 `Except" 6-10-0 cc bracing: 12-14 9-13: 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 9=0-3-8, 2=0-4-0, 15=0-4-0 Max Horz 2=423(LC 11) Max Uplift 9=-779(LC 12), 2=-559(LC 12), 15=-745(LC 12) Max Grav 9=586(LC 1), 2=392(LC 21), 15=808(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-263/469, 4-5— 191/409, 5-6= 221/435, 6-9=-638/1499 BOT CHORD 12-14=-1091/357, 11-12=-1225/513, 9-11=-1217/514 WEBS 6-11=-742/266, 6-12=-555/1488, 4-14=-258/513 I III ##1�, NOTES- 1) Unbalanced roof live loads have been considered for this design. ,`t%JIII E IV b' •• 1 ���� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. �� •••�,� �`'•.• II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 i No 68'1.82 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and * ; •; forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. -� ; C Z 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. • �O :• S T I F 1J: 5) All plates are 2x4 MT20 unless otherwise indicated..�(•�•• �� O P .• �_,�� 6) Gable studs spaced at 2-0-0 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.• �j0` O R • • • • • • •�\ ,�� 8) * This truss has been designed ofm 0.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide r a liveany �,���0 N Am II��,, will fit between the bottoms herd other 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where Joaquin Velez PE No.68182 used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other MITek USA, Inc. FL Geri 6634 suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion 6964 Parke East Blvd. Tampa FL 33610 protection is required, and G185 galvanized plates maybe used with this design. Incising factors have not been considered for this Date: design. Building designer to Verify suitability of this product for its intended use. July 16,2021 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) on roue on page 2 WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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 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 Jab Truss Truss Type Qty ' Ply 2508 CR 3CAR BLK NO HS T24700305 2819559 D02 GABLE 1 1 Job Reference (optional) aullders First50urce (Plant Glty, FL), Flarlt.Laty, rL - as5o/, 0.4ou S JW I L ZU41 Ivu I tlR a luuJu1wo, I11u. 1l lu uul I J , . .U. c NOTES - I D:zmbLkv5ELIDtgyehSMnND7z4_W x-K2SyUmv5H477LB9BdDgOyuCbiAdttudeQj_Q6RyxnB W 11) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® 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 MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSb7PII 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 2508 CR 3CAR BLK NO HS T24700306 2819559 E7 JACK -OPEN 37 1 Job Reference (optional) Builders Firstbource (Plant Gtty, rLf, mant t;ny, t-I-- aabbf, 0.Wu J uu]1 L GV< - 1 U 1,1,1,011,W" ,I". 1111. 1 ---. . -I- . ID:YARgCUhM7owkVEMpPNjefGzAwvz-K2SyUmvbH4?7LB9BdDgOyuCawAbwt_XeOj_O6RyxnBW 1-4.0 7-0-0 1-4-0 7-0-0 Scale = 1:23.1 7-0-0 7-0-0 Plate Offsets (X Y)-- [2.0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >390 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD • Rigid ceiling directly applied. REACTIONS. (size) 3--'Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC.17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D6L=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. U N 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 Gt=lb) ��, P.Q U I „ �� 'S ,.\ G E N`s�, •••� •�> F�i 3=195, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum : N O 6 8182 sheetrock be applied directly to the bottom chord. �"0 . • cc. :�' ST OF •'4/` .00 AL Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ® 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 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty ' Ply 2508 CR 3CAR BLK NO HS 324700307 2819559 E7V Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Plant Glty, FL), Flan Ulty, t-L - JJbbf, o.4du a Jun a euz I Ivu r u& rr luubujub, I1— I I Iu uu! iu i u. .cu a i ray. I D:YARgCU hM7owkV E M p PNj efGzAwvz-o FO Ki 6wj 2O8_yl kN BwLFU 5lkvawU cRmnfNj_etyxnBV -1-4-0 7.0-0 r 1-4-0 7-0.0 4x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.23 4-7 >356 240 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS 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=278(LC 12) Max Uplift 3= 200(LC 12), 2=-21 O(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:22.9 m m N T m O n PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(l) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=200, 2=210. �8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. •LENS No 68182 :�•� SrTEF:•44/ R)iVC? � O ON Joaquin Velez PE No.68182 MITek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekb 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 ANSVTP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type ty ' Ply 2508 CR 3CAR BLK NO HS T2470030B 2619559 E7VA Jack -Open 1 1 Job Reference (optional) Builders hirsl5ource (Plant Glty, FL), mant tarty, rL - 33bb7, a.voV s Jun z cuc 1 lv11 1 uK Il luu" Z, 111 u. 1 l lu Jul l u 1 a.o I -at "a � r aU. , I D:YARgCUhM7owkVEMpPNjefGzAwvz-GRZivRwMpiGraSJZIesU1 JH2R_N6Lu0xu1 TXAKyxnBU -1-4.0 7-0-0 11 q-p 7-0-0 Scale=1:22.9 3x4 6-1-B 0-10-8 Plate Offsets (X Y)-- [2.0-1-15 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.09 6-12 >923 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.10 6-9 >864 180 BCLL 0.0' Rep Stress [nor YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 30 lb 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. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-120(LC 12), 2— 195(LC 12), 5=-46(LC 12) Max Grav 4=126(LC 17), 2=361(LC 1), 5=226(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-737/709 BOT CHORD 2-6=-996/840, 3-6=-807/957 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-3, Interior(1) 2-8-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. �7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) 5 except Qt=lb) 4=120, 2=195. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,%0 PQV I N 1 V F� � Is . • G-E N s . F� �i�� ft No 68182 S OF .' 4U .,�f4s'O N A; , ,% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 Q 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 t- a truss system. Before use, the building designer must verify the applicability of design parameters and propedyincorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord only. Additional temporary and permanent bracing MiTek" prevent members 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, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply 2508 CR 3CAR BLK NO HS T24700309 2819559 E7VB ]Qlty Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant Ulty, FL), Plant GRy, rL - 33bbt, o.vou a dull c cuc r "" r" a wumnw, u,�. ' uu w w , �.'' "' "'' , oy' , ID:YARgCUhM7owkVEMpPNjefGzAwvz-GRZivRwMpiGraSJZIesU 1 JHzB_ICLuOxu1 TXAKyxnBU 1-4-0 4-1-8 7-0-0 1-4.0 4-1-8 2-10-8 d 6 3x4 Scale=1:22.8 4.1-8 7-0-0 4.1-8 2-10-8 Plate Offsets (X Y)-- [2.0-0-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.24 6-12 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.22 6 >387 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 28 lb 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. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-156(LC 12),'2=-193(LC 12), 5=-25(LC 12) Max Grav 4=172(LC 17), 2=364(LC 1), 5=154(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-807/767 BOT CHORD 2-6=-1063/895, 3-6=-862/1025 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=4511; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MIWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;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) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=156, 2=193. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum - sheetrock be applied directly to the bottom chard. 1111/1111 O 'QU I N V,F�� ♦'♦ J . ' GENS No 68182 :�•� S OF :•4// on Vr 111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL, 33610 Date' July 16,2021 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 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 ANS/7TPI1 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 2508 CR 3CAR BLK NO HS T24700310 2819559 E7VC Jack -Open 1 1 Job Reference (optional) guilders Firstsource (Plant L;tty, FL), manI Lary, FL - JJbb/, 0.4ov D u.1I < "a I,I,... ,,,....0 ,.. ,..... ..-y.. ID:YARgCUhM7owkVEMpPNjefGzAwvz-kd747nx a?OiCbumlLOjaWg7eNj44lo46hC4jmyxnBT 1-4-0 2-1-B 4-B-2 7-0-0 r 1-4-0 2-1-8 2.6-10 2-3-14 9 a 0 4x4 % 3.00 12 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.16 3 >528 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 3-7 >506 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.12 6 Ala n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 31 lb 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) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 12) Max Uplift 5=-32(LC 12), 2=-224(LC 12), 6=-162(LC 12) Max Grav 5=24(LC 17), 2=313(LC 1), 6=257(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-269/67 BOT CHORD 3-7=-558/328 WEBS 4-7=-438/749 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPi 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=224, 6=162. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I N .� J. G E N S•. 1 ��� No 68182 � r �S .00.. F �/L i yA"*- .4O R%P,N,`�. �O N A� E %%%% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 propedy 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 M!Tek' 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 ANSM/I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type C ty ' Ply 2508 CR 3CAR BLK NO HS T24700311 2819559 F01 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, o.aju s Jun a zue r ]A[! er. uruusureb, uru. r nu ju ra ra:o r.a r cuu rayo r ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-9CpDlpzstwmH33dl _TxRB9ShVbnDHhnWpfRIJ5yxnBQ 1-4-0 4-4-0 8-8.0 10-0.0 1-4.0 4-4-0 4-4-0 1-4.0 Scale = 1:21.5 4x4 = m v 0 4x8 = 4x8 = 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 Cade FBC2020/TPI2014 CSI. TC 0.60 BC 0.30 WB 0.08 Matrix -AS DEFL. in Vert(LL) 0.03 Vert(CT) 0.03 Horz(CT) -0.00 (loc) I/defl Ud 8-17 >999 240 8-17 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-103(LC 10) Max Uplift 2=-481(LC 12), 6=-481(LC 12) Max Grav 2=393(LC 1), 6=393(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-310/1107, 4-6=-310/1107 BOT CHORD 2-8=-777/250, 6-8=-777/260 WEBS 4-8=-519/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 2-8-0, Interior(1) 2-8-0 to 4-4-0, Exterior(2R) 4-4-0 ,jjfj If I lift �/ II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to ��� UIN V F to 8-2-0, Interior(1) 8-2-0 to 10-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for Lumber DOL=1.60 DOL=1.60 I�4'� ,,� OPQ � N .• ���� reactions shown; plate grip for loads in the the truss For to wind (normal to the face), see Standard Industry ,� , '• CAE & •�,� �`'••� 3) Truss designed wind plane of only. studs exposed �A* ; Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. i No 68182 �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) Gable studs spaced at 2-0-0 oc. * = 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •,• 7) • This truss has been designed for a live load of 20'.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S F :• will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where . i� ,�'.•.<`� O Q;•• used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other improved �� • • • R l �_`�� ��j SlS • • ' suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, corrosion protectioni d galvanized plates role tionBuilding rts untended ththis sign. Incising factors have not been, considered for thisdesi 1,10 N1A10 Id ngui designer n to verify suitability f this product fobe 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE No.68182 2=48116=481. MITek USA, Inc. FL Cert 6634 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date; July 16,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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 2819559 IH7 CR DIAGONAL HIP GIRDER T24700312 ­1y, rL1, mant city, FL - 33567, Job Reference to tional 8.430 s Jun 2 2021 MiTek Industries ID:YARgCUhM70wkVEM, Inc. Thu Jul 15 15:31:33 2 221 Page 1 0-10 1-10-10 5-2-5 pPNjefGzAvwz-5bxzAV?60Y0_INnj5u-HaX4SOQz1XypGzwrOzyxnBO 1.1 5-2-5 9-10-13 4-8-8 Scale = 1:22.7 3x4 = 2x4 II 5 3x4 = 5-2-5 5-2-5 9-10-1 9-1 -13 G- 2-0-0 CS1. LOADI=20.0PIate TCLLrip DOL 1.25 DEFL. in floc) Udefl L/d 4-7-12 0- -12 TCDL DOL TC 0.44 Vert(LL) 0.04 7-10 >999 240MT20BCLL1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 Incr PLATES GRIP ss 180244/190 NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDLBC2020/TP12014 Matrix -MS LUMBER- Weight: 43lb FT=20% TOP CHORD 2x4 SP No.2 BRACING- BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-0 cc bracing. REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 765/459 BOT CHORD 2-7=-524/693, 6-7=-524/693 WEBS 3-7=-26/286, 3-6=-751/568 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load to the use of this truss component. shown covers rain loading requirements specific 3) This truss has been designed for 10.0 a 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 will fit between ,,�11111111/1��, where a rectangle 3-6-0 tall by 2-0-0 wide the bottom chord and any other members. 5) Refer to QU N girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) truss ,,%�� •• C+EN SF , , of to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 4=147, 2=349, 5=178. -7) •'�'� Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 641b down and 18 lb up at 1-5-12, 5 lbdown and 100 lb No 6 8182 • •� * up at 4-3-11, 5 lbdown and 100 lb up at 4-3-11, and 37 lb down and 155 lb up at 7-1-10, and 37 Ib down and 155 lb up at 7-1-10 on top chord, • and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) � -0 CC Z 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) back % 1 S F :• 441 i '. • or (B). LOAD CASE(S) Standard •'•;ORN 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) I4'4, 0 N AL e ON Vert: 1-4=-54, 5-8=-20 �1/1111111" Concentrated Loads (lb) Vert: 13=-75(F=-37, B=-37) 15=-1 O(F=-5, B=-5) 16= 57(F=-28, B=-28) Joaquin Velez PE No.68182 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. a truss system. Before n valid for use only with and for an Individual he builltdiing designer must v9 connectors. This erify the hls based e applicability o sign deon parameters ameters nd props erty incorporate thisldesignoIntoothenove overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord member only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses MOWSafety '' and truss systems, see ANSIMPit Quality Criteria, DSB-89 and BCSI Building Component information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Symbols 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-�16rr For 4 x 2 orientation, locate plates 0- 1/id' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/rP11: 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 + Oonnected Wood Trusses. 0 cc O U a O Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 7 0 0= O 2 U d O F- JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [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 �t MiTek' MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place.plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.