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HomeMy WebLinkAboutTrussq °i J 258 Southhall Lane, Suite 200 Maitland, Florida 32751 DP: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com 81 Website: www.fdseng.com ENGINEERING ASSOCIATES July 20, 2021 Building Department Ref: Adams Homes Lot: Lot 177 Blk. Ph 3 Subdivision: Fort Pierce - Waterstone Address: 5331 Vespera St. Model: 1780 B RHG KA # 21-8343 Truss Company: Builders First Source Date of drawings: 7/6/21 Job No.: 2814480 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. Sincerely, 7/20/2021 7/20/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. FL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" CO No 87864 •° ..'�3; P a�•, STATE p . W � Luis Pablo To es, P.E. FL. # 87864 Al et ODD SF 6NICE NNW IMF Q Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the infomtation given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication Processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 07/20/2021 By: ES Submittal No.: Project No.: 21-8343 Project Eng.: Luis Project Name: Adams Homes - Fort Pierce - Waterston - Lot 177 Blk Ph 3 VERIFY ALL dMENSIONS Alto CMNO CONDITIONS RGOR TO APPROVAL SOME CEILING FRAuNG REQUIRED IN FIELD BY BULGER MAIN WDID FORCE RESISTWG SYSTEMIC4 HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY YenID LOAD 160 MPH V ND 16YORTANCE FACTOR 1.00 TRUSSES HAVE SEEN DESIGNED FORA IDA PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: 40 PSF TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 6 PSF TOTAL: 37 PSF TOTAL: 66 PSF DURATION: 126 DURATION: 1.00 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Dato CAUTION!!! 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. (te. 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 Baekcharges Will Not Be Accepted Regardless or Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. rho 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 X4 OVERHANG LENGTH: IV' END CUT: Plumb CANTILEVER: — TRUSS SPACING: W BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Adams Homes PROJECT- Single Family MODEL: 1 1780 B BLK ADDRESS: 6331 VESPERA ST ;LOT I BLOCK: 177 PH3 SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWN BY: KSANCHEZ JOB 0 : 1 2814480 DATE: 107105120211 SCALE.I NTS I PLAN DATE: 2021 REVISIONS: 1. 3. 4. 440E Airport Road Plant City, FL 335W Ph. (813) 3054300 Fax (813) 305-1301 ® Lumber design vFaludi are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. _MiTek® RE: 2814480 - 1780 B BLK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. �' T pa, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 1780 B Model: 1780 Lot/Block: 177 Subdivision: WATERSTONE-5331 Vespera St Address: 5331 Vespera St, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 36 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# - Truss Name Date 1 T24590426 A01 7/6/21 23 T24590448 CJ5 7/6/21 2 T24590427 A02 7/6/21 24 T24590449 CJ5V 7/6/21 3 T24590428 A03 7/6/21 25 T24590450 ER 7/6/21 4 T24590429 A04 7/6/21 26 T24590451 ERA 7/6/21 5 T24590430 A05 7/6/21 27 T24590452 ERV 7/6/21 6 T24590431 A06 7/6/21 28 T24590453 EJ210 7/6/21 7 T24590432 A07 7/6/21 29 T24590454 EJ210A 7/6/21 8 T24590433 A08 7/6/21 30 T24590455 EJ210C 7/6/21 9 T24590434 A09 7/6/21 31 T24590456 EJ210D 7/6/21 10 T24590435 A10 7/6/21 32 T24590457 HJ7 7/6/21 11 T24590436 All 7/6/21 33 T24590458 HJ7V 7/6/21 12 T24590437 Al2 7/6/21, 34 T24590459 HJ210 7/6/21 13 T24590438 A13 7/6/21 35 T2459046,o HJ210A 7/6/21 14 T24590439 A14 7/6/21 36 T24590461 HJ210B 7/6/21 15 T24590440 B01 7/6/21 16 T24590441 B02 7/6/21 17 T24590442.. Wl 7/6/21 18 T24590443 CJ 1 A 7/6/21 19 T24590444 CJ1 B 7/6/21 20 T24590445 CJ 1 V 7/6/21 21 T24590446 CJ3 7/6/21 22 T24590447 CJ3V 7/6/21 flit,,�� The truss drawing(s) referenced above have been prepared by OPQ MiTek USA, Inc. under my direct supervision based on the parameters �N S''• ��� provided by Builders FirstSource (Plant City, FL). �.` •.•'� • �' F •'• '� • 'truss Design Engineer's Name: Velez, Joaquin � * :' N 68182 ;• My license renewal date for the state of Florida is February 28, 2023. = IMPORTANT NOTE: The seal on these truss component designs is a certification •� T T E OF that the engineer named is licensed in the jurisdiction(s) identified and that the �i ••�` P •• �> N designs comply with ANSIrrPI 1. These designs are based upon parameters Fj 1.�. '' • • • '��� shown (e.g., loads, supports, dimensions, shapes and design codes), which weregiven for Tek's �, ♦ SS/ ,,�01, or to included is Oreferrencerpu onot taken into acconformatin TRENCO's customers stomers file poseeonly,� and wasount n the 1110,k preparation of these designs. MiTek or TRENCO has not independently verified the Jo quin Velez PEN .68182 applicability of the design parameters or the designs for any particular building. Before use, MIk USA, Inc. FL ert 6634 the building designer should verify applicability of design parameters and properly 69 . Parke East B d. Tampa FL 33610 incorporate these designs into the overall building design per ANSl/TPI 1, Chapter 2. Date: July 6,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty - Ply 1780 B BLK T24590426 2814480 A01 Special Truss 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 5x6 5x8 % 3.00 F12 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:08 2021 Page 1 IQXUS7?YA4XyW 46R-sgTubkgcpY7EsgRxof3kObml6cul IEEY?59PAwz_nav F,>136��'fiflil 5x8 Scale = 1:71.1 0 0 � N 1Iv 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.60 12-13 >795 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.91 12-13 >525 180 BCLL 0.0 Rep Stress ]nor YES WB 1.00 Horz(CT) 0.53 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-803(LC 10), 10=-803(LC 10) Max Grav 2=1552(LC 1), 10=1552(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5130/2822; 3-4— 4849/2622, 4-5=-4848/2720, 5-6=-2450/1553, 6-7=-244311548, 7-8=-4849/2720, 8-9=-4850/2622, 9-10=-5130/2822 BOT CHORD 2-15=-2394/4974, 14-15=-1360/2987, 13-14=-693/1888, 12-13=-1360/2876, 10-12=-2394/4670 WEBS 6-13=-474/947, 7-13=-1116/753, 7-12=-987/205519-12=-300/286, 6-14=478/1003, 5-14=-1185/752,5-15=-987/2220,3-15=-289/286 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=5.Opsf; h=15ft; 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 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members anal forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide w1il fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 10 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) except Gt=lb) 2=803, 10=803. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing:of trusses and truss systems, see 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 1780 B BLK If T24590427 28144BO A02 Hip Truss 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 6.43U s dun 2 2uzi ml I eK inausines, Inc. I ue dul u 1z:3/:ua ZUZI rage i ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-KO1 Gp4rEarF5TgO7LNazZpJVKOCc1 pOhEluyiMz_nau rt-4 q 5-11-1 8-8-0 14-4-11 19-0-0 21-0-0 25-7-4 31-4-0 34-0-15 40-0-0 Al-4-Q 1-4-0 5-11-1 2-8-15 5-8-11 4-7-4 2-0-0 4-7-4 5-8-11 2-8-15 5-11-1 1-4.0 67r1a 5x6 = Scale=1:73.6 �--�4x4 2 1 0 ���741 18 = 17 16 15 4x4 = 4x8 = �44 �7411 Io NvI 4x4 = 5x8 ZZ 5x8 3.00 F12 8-8-0 14-4-11 19-0.0 21-0.0 , 25-7-4 31-4-0 40-0.0 8-8-0 5.B-it 4-7-4 2-0-0 4-7 4 5-8-11 8-8.0 Plate Offsets (X Y)-- [2:0-3-11 0-1-2] [3:0-3-0 0-3-0] [6:0-3-0 0-2-0] [7:0-3-0 0-2-0] [10:0-3-0 0-3-0] [11:0-3-11,0-1-2], [13:0-4-0,0-5-0], [19:0-4-0,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.55 17 >877 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.79 14-16 >609 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.51 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 257 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-418(LC 8) Max Uplift 2=-803(LC 10), 11=-803(LC 10) Max Grav 2=1552(LC 1), 11=1552(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 5-17, 8-16, 9-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5098/2750, 3-4=-4862/2600, 4-5= 3051/1753, 5-6— 2262/1436, 6-7=-1979/1352, 7-8=-2262/1436, 8-9=-3051/1753, 9-10=-4862/2600, 10-11=-5098/2750 BOT CHORD 2-19=-2328/4920, 18-19=-2008/4472, 17-18=-1150/2750, 16-17=-700/1979, 14-16=-1150/2673, 13-14=-2008/4262, 11-13=-2328/4638 WEBS 4-19=-525/1327, 4-18=-1870/931, 5-18=-327/911, 5-17=-1205/678, 6-17= 468/830, 7-16=-468/830, 8-16=-1143/678, 8-14=-327/845, 9-14=-1725/931, 9-13=-525/1244 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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 13-4-2, Exterior(2R) 13-4-2 to 26-7-14, Interior(1) 26-7-14 to 37-4-0, Extedor(2E) 37-4-0 to 41-4-0 zone; end vertical 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) Frrovide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should Verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=803, 11=803. 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. Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® 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 properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ICity Ply 1780 B BLK � T24590428 2814480 A03 Hip.Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 'L 2u21 MI I eK Industries, Inc. I ue Jul ti 1z:3r:11 tun rage 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-HP91 EIsU6TVpj7AWTodReEOggptbVch_h3N3mFz_nas r1-4-Q 5-11-1 8.8-0 , 12-6-4 17-0.0 23-0-0 27-5-12 31-4-0 34-0-15 40-0.0 131-4-Q 1-4-0 5-11.1 2-8-15 3-10-4 4-5-12 6-0-0 4-5-12 3-10-4 2-8-15 5-11-1 1-40 4x12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 a nn1-1-0 3.00 F12 8-8-0 5x6 = Sx8 = 4x4 = Scale=1:73.6 4xl2 zz SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.58 13-14 >823 240 MT20 244/190 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.96 13-14 >500 180 Rep Stress Incr YES WB 0.95 Horz(CT) 0.56 11 n/a n/a Code FBC2020/TPl2014 Matrix -AS Weight 244lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-16 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=377(LC 9) Max Uplift 2=-803(LC 10), 11=-803(LC 10) Max Grav 2=1815(LC 15), 11=1818(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6160/2850, 3-4=-5859/2663, 4-5= 5890/2771, 5-6=-2938/1610, 6-7=-2626/1516, 7-8=-2840/1610, 8-9=-5615/2771, 9-10=-5585/2663, 10-11=-5893/2850 BOT CHORD 2-17=-2421/5896, 16-17— 1424/3697, 14-16=-919/2636, 13-14=-142413289, 11-13= 2421/5362 WEBS 3-17=-277/271, 5-17= 994/2591, 5-16=-1299/695, 6-16= 412/1028, 7-16=-256/260, 7-14=-412/1136, 8-14=-1236/695, 8-13=-994/2426, 10-13=-287/271 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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 11-4-2, Extedor(2R) 11-4-2 to 28-7-14, Interior(1) 28-7-14 to 37-4-0, Exterior(2E) 374-0 to 41-4-0 zone; end vertical left and right exposed;C-C for Members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *Sis truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 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=803, 11=803. 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. 0 0 W Or2I� 6 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 Oily Ply 1780 B BLK � T24590429 2814480 A04 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:12 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-IbjPR516tmegKHlil V8gBRx_yDCFEBQBwj7cJhz_nar r1-4-q 5-11-1 , 8-8-0 15-0.0 20-0-0 25-0-0 31-4-0 34-0-15 40-0-0 41-4-Q 1-4 � 5-11-1 2-8-15 6-4-0 5-0.0 5-0-0 6-4-0 2-8-15 5-11-1 1-4-0 6.00 FIT 4x12 :::� 3.00 F12 8-8-0 5x6 = 3x4 = 5x6 — 6 7 Scale = 1:75.7 25 S m 0 Sx6 L6 9 ST1.5xB STP= 26 O 0 10 11 Iv a 6 4x12 zz 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 CS1. TC 0.67 BC 0.98 W B 6.60 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud 0.55 12-13 >872 240 -0.95 13-15 >505 180 0.56 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 234 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 4-15, 8-13 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=336(LC 9) Max Uplift 2=-803(LC 10), 10==803(1-C 10) Max Grav 2=1818(LC 15), 10=1818(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6094/2922; 3-4=-5858/2813, 4-5= 3387/1787, 5-6=-3029/1701, 6-7= 293011701, 7-8=-3277/1787, 8-9=-5603/2813, 9-10=-5846/2922 BOT CHORD 2-16=-2483/5800, 15-16=-2210/5327, 13-15=-1279/3141, 12-13= 2210/4854, 10-12=-2483/5315 WEBS 4-16=-551/1614, 4-15=-2358/1134, 5-15=-461/1179, 6-15=-342/180, 6-13=-342/180, 7-13=-461/1200, 8-13=-2226/1134, 8-12=-551/1505 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; 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 9-4-2, Extedor(2R) 9-4-2 to 30-7-14, Interior(1) 30-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) :This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSIfFPI 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 Qt=lb) 2=803, 10=803. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904.Parke East Blvd. Tampa FL 33.610 Date: July 6,2021 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 verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Tpl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1780 B BILK T24590430 2814480 A05 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:13 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW 46R-DnHnfRule4mXyRKuaDfvjfTFNdeLzVPHBNsAr7z_naq r1-4-q 5-11-1 13.0-0 20-8-0 27-0.0 31-4-0 34-0.15 , 40-0-0 Al-4-q 1-4-0 5-11-1 7-0-15 7-8-0 6 4-4-0 2-8-15 5-11-1 1-4-0 6.0D 12 Bx10 t1 2x4 11 5x6 = 4 26 27 5 28 296 ST1.5xB STP = 5x12 = 3xB i 6x8 = 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 M 31 BOT CHORD 2x4 SP No.1 'Except' 2-16: 2x4 SP M 31, 5-15: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 3x4 11 3.00 LL2 Scale = 1:75.7 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.31 Vert(LL) 0.4617-20 >247 240 MT20 244/190 BC 0.61 Vert(CT) 0.4017-20 >284 180 WB 1.00 Horz(CT) 0.14 9 n/a n/a Matrix -AS Weight: 222 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at micipt 4-17 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 17=0-8-0 Max Horz 2=295(LC 9) Max Uplift 2— 492(LC 20), 9=-537(LC 10), 17=-1277(LC 10) Max Grav 9=1021(LC 16), 17=2406(LC 1). FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398/1376, 3-4=-655/1623, 4-5=-904/645, 5-6=-907/640, 6-7=-1453/880, 7-8= 2470/1350, 8-9=-2775/1522 BOT CHORD 2-17=-1237/447, 16-17=-4151447, 5-13=-429/417, 12-13— 376/1277, 11-12=-896/2141, 9-11 =-1 205/2473 WEBS 3-17=-457/640, 4-16=0/251, 4-13=-724/1429, 6-13=-512/271, 6-12= 253/652, 7-12=-1083/607, 7-11=-293l784, 8-11=-280/258, 13-16=-412/497, 4-17=-2231/1077 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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 7-4-2, Exterior(2R) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 21-4-2, Extedor(2R) 21-4-2 to 32-7-14, Interior(1) 32-7-14 to 37-4-0, Extedor(2E) 37-4-0 to 41-4-0 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. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI1TPI 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=492, 9=537, 17=1277. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 vedfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and 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 1780 B BLK I 1, T24590431 2814480 A06 HIP. TRUSS 1 1 Job Reference (optional) [SUIIOerS r1r51b0DrCe (rtam idly, rLf, riani lacy, rL - JJ001, o.'idu 5 Jurl a eue 1 Ntt t UK HIUMMU5, rrrU. r Ue Jul n rL:O/: 10 GUC, rdYU , ID:g65k6Z?uVli uQXUS7?YA4XyW46R-9AOX37v?AhOEBITHiehNo3ZW QRF?RW LachLHvOz_nao rt-4-q 5-9-4 11-0.0 16-4-0 20.8-0 29-0-0 31-4-0 34-0-15 40.0-0 A1-4-Q 1-4-0 5-9.4 5-2-12 5-4-0 4-4-0 8-4-0 2-4-0 2.8-15 5.11-1 1-4.0 Scale=1:74.2 1 Sx6 5x8 = 46 = 5x6 = 428 29 530 6 31 32 7 33 3x4 8 2x4 934 m ST1.5xB S AP ST1.5xB STP= o 35 n 14 0 co2 7x8 = 13 12 10 m N 0 1 3x8 = 5x6 = 11 Io 36 37 Lld 20 19 18 17 16 15 3x8 ST1.5xB STP= 3x6 3x4 = 2x4 11 3.00112 3x6 6xB = 4x4 — 9-4-0 11-0-0 16-4-0 20-8.0 21-8-p 29-0-031-4.0 40.0-0 9-4-0 1-B-0 5-4-0 4.4-0 -0- 7-4-0 2-4-0 B-8-0 Plate Offsets (X Y)-- [2:0-2-9 0-1-8] [4:0-4-0 0-2-8] [5:0-4-0 0-3-0] [7:0-4-0 0-2-8] [10:0-2-10,0-0-7] [14:0-6-4,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.46 20-23 >244 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.40 20-23 >279 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 223lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-18: 2x4 SP No.1, 6-16: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-20, 5-19 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0; 20=0-8-0 Max Horz 2=254(LC 9) Max Uplift 2=-624(LC 20), 10= 530(LC 10), 20=-1321(LC 10) Max Grav 10=991(LC 16), 20=2562(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-496/1656, 3-4=-726/1838, 4-5=-350/939, 5-6=-1079/630, 6-7— 1577/973, 7-8=- 1738/1013, 8-9=-2366/1285, 9-1 0=-2680/1514 BOT CHORD 2-20=-1450/545, 19-20= 966/783, 6-14=-572/491, 13-14= 243/1147, 12-13=-818/2045, 10-12— 1198/2407 WEBS 3-20=-379/574, 4-20=-2181/821, 4-19=-288/1063, 5-19=-1492/866, 5-14=-497/1256, 6-13=-327/527, 7-13=-102/501, 8-13=-756/405, 8-12=-324/727, 9-12=-323/330 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterfor(2E) -1-4-0 to 2-8-0, Inte6or(1) 2-8-0 to 5-4-2, Exterior(21R) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 23-4-2, Exterior(2R) 23-4-2 to 34-7-14, Interior(1) 34-7-14 to 37-4-0, Exterfor(2E) 37-4-0 to 41-4-0 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. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE No.68182 2=624, 10=530, 20=1321. 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 Cart 6634 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 B BLK � T24590432 2814480 A07 HIP TRUSS 1 1 Job Reference (optional) Builders f-Irstbource (Plant tatty, t•L), mant Lolly, FL - J3bb/, 0.9JU 5 dun Z ZUZ r rvu i ex uruusures, ua:. i ue du; o 1 Z;ar:; r cUc r rayn ; ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-5ZW IUpxFhJGyR2dfp2kruUerlEyJvOFt3?qN_uz_nam ri-4-q 6-0-1 9-0-0 15-4-0 20-8.0 26-4.0 31-0-0 34.0-B 40.0-0 11 0 6.0-1 Al-15 6.4-0 5-4-0 5-8-0 4-8.0 3-0-8 5-11-8 Scale = 1:74.2 5x6 5x8 = 2x4 I I 3x8 = 5x6 = 6.00 12 4 29 30 315 6 32 7 33 8 3x4 2x4 3 9 f T1.5x8 STP = mo ST1.5x8 STP 2728 3435 - 14 a 2 CO- 8x12 = 13 12 w o 10 aI 1 0 2x4 11 11 Ia 1N 5x12 = d 3637 20 19.18 17 16 15 3x6 = 2x4 11 ST1.5x8 STP = 3x4 = 2x4 11 3.00112 3x6 3x6 = 6x8 = 40-0.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.70 BC 0.80 WB 0.69 Matrix -AS DEFL. in (loc) I/defl Lid Vert(LL) 0.25 12-13 >999 240 Vert(CT) -0.38 12-13 >979 180 Horz(CT) 0.16 10 n/a n/a PLATES. GRIP MT20 2441190 Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. Except: 6-16: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-19 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 19=0-8-0 Max Horz 2=-213(LC 8) Max Uplift 2=-809(LC 20), 10=-511(LC 10), 19=-1425(LC 10) Max Grav 10=940(LC 16), 19=2784(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-622/2029, 3-4= 1083/2202, 4-5— 953/1982, 5-6=-1070/521, 6-7=-1116/538, 7-8=-1858/1065, 8-9=-2220/1184; 9-10= 2532/1434 BOT CHORD 2-20=-1790/681, 19-20=-1790/681, 17-19=-300/390, 6-14=-283/237, 13-14=-709/1934, 12-13=-709/1934, 10-12=-1122/2276 WEBS 4-19=-1192f703, 5-19=-2093/1164, 5-17=-88/324, 14-17=-337/427, 5-14=-598/1496, 7-14=-906/596, 7-12=-262/87, 8-12=-317f782, 9-12=-331/364, 3-20=-603/197, 3-19= 390/972 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. I) Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(l) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 25-4-2, Exterior(2R) 25-4-2 to 36-7-14, Interior(1) 36-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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 tp the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/rPI 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 Qt=lb) 2=809, 10=511, 19=1425. Joaquin Velez PENo.66192 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 FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only 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 ANSYTPl1 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 1780 B BLK 4 T24590433 2814480 A08 HIP TRUSS 1 2 Job Reference (optional) Buimers Firstsource (Plant tatty, 1-L), Plant Lary, rl-- 3Jbb I,0.45U s Jun Z ZUZ r MI t ex rnuusines, inc. i ue .lui o I Z.ai;eu eue r rdye , ID:g65k6Z?uV IiuQXUS7?YA4XyW 46R-W 8CQ7gz8_EeXI W M EVBHYV7GLgRxw6kfJlz32bDz_na) r1-4-Q 3-9.4 7-0-0 9-4-0 11-10-11 16-9-5 21-8-0 25-5-5 29-2-11 33.0.0 36-3-5 40-0-0 A1-4-' 1-4' 0 4 3-2-12 2-4-0 2-6-11 4-10-11 4-10-11 3-9-5 3-9-5 3-9-5 3-3-5 3-8-11 1-4-0 i 5x6 = 6.00 F12 4 3x4 5- 3 ST1.5x8 STP = w 1 2 0.1 3x6 = 25 2x4 11 5x8 = 6x8 = 46 = 5 32 3334 35 6 36 377 24 23 44 22 21 45 20 46 4719 ST1.5x8 STP =3x6 = 3x4 = 2x4 11 5x8 = 3x6 II 4x6 = 2x4 11 3x8 = 839 4041 942 43 5x6 = 10 2x4 11 3.00112 Scale=1:74.2 C9 ST1.5x8STP= C' m m co r` �12 13 Ia 0 3x6 3-9.4 7-0-0 9-4-0 13.0-11 1%.9;5 21-8-0 25-5-5 , _ 29-2-11 32-10-11 3. -3 5 40-D-D 3-9-4 3-2-12 ~2-4-0 3-8-11 3-8-11 4-10-11 3-9-5 3-9-5 3-7-13 3.4-13 3-8-11 Plate Offsets (X Y)-- [4:0-3-0 0-2-0] [6:0-1-12 Edge] [10:0-3-0,0-2-01,[12:0-1-10,Edge], [15:0-4-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.44 16-17 >830 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.51 16-17 >719 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 437 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc pudins. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 23=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-1974(LC 18), 12=-1047(LC 8), 23=-4437(LC 8) Max Grav 2=1018(LC 4), 12=1705(LC 18), 23=5835(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2525/4393, 3-4=-2872/4697, 4-5=-2589/4289, 5-6=-1763/3137, 6-7=-2931/2281, 7-8=-4753/3065, 8-9=-4753/3065, 9-10=-5017/2951, 10-11_ 5483/3176, 11-12=-5121 /2898 BOT CHORD 2-25=-3899/2348, 24-25=-3899/2348, 23-24=-5743/3933, 21-23=-5743/3933, 20-21= 603/160, 7-18=-1221/725, 17-18=-2121/3070, 16-17=-3062/5448, 15-16= 3062/5448, 14-15=-2527/4641, 12-14=-2489/4576 WEBS 3-24=-515/497, 4-24=-2053/1276, 5-24=-2102/2858, 5-21= 2665/3605, 6-21=-3504/2553, 6-20=-271/551, 18-20=-734/255, 6-18=-2341/3744, 7-17=-788/1897, 8-17=-438/420, 9-17=-789/271, 9-16=0/297, 9-15=-602/440, 10-15=-938/1925, 11-15=-674/586, 5-23=-5564/4234 NOTES- 1) 2-ply truss to be connected together with I Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Do. Qottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. Joaquin Velez PE No.68182 6) Provide adequate drainage to prevent water ponding. MiTek USA, Inc. FL Cert 6634 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd. Tampa FL 33610 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 Date: will fit between the bottom chord and any other members. 9) Bearing at joint(s) 12 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify. July 6,2021 ;o of surface. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 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 1780 B BLK T24590433 2814480 A08 HIP TRUSS 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43u s dun z zuzi m1 I eK Inausines, Inc. I ue dui o IZ:3r:zu ZUZ I rayu z ID:g65k6Z?uVIjuQXUS7?YA4XyW46R-W8CQ7gz8_EeXIW MEVBHYV7GLgRxw6kfJlz32bDz_naj NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1974, 12=1047, 23=4437. 11) Tbis truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 173 lb up at 7-0-0, 28 lb down and 51 lb up at 9-0-12, 90 lb down and 173 lb up at 11-0-12, 90 lb down and 173 lb up at 13-0-12, 90 lb down and 173 lb up at 15-0-12, 90 lb down and 173 lb up at 17-0-12, 90 lb down and 1;3 lb up at 19-0-12, 90 lb down and 173 lb up at 20-11-4, 116 lb down and 184 lb up at 22-11-4, 116 lb down and 184 lb up at 24-11-4, 116 lb down and 184 lb up at 26-11-4, 116 lb down and 184 lb up at 28-11-4, and 116 lb down and 184 lb up at 30-11-4, and 237 lb down and 407 lb up at 33-0-0 on top chord, and 272 lb down and 357 lb up at 7-0-0, 65 lb down and 102 lb up at 11-0-12, 65 lb down and 102 lb up at 13-0-12, 65 lb down and 102 lb up at 15-0-12, 65 lb down and 102 lb up at 17-0-12, 65 lb down and 102 lb up at 19-0-12, 65 lb down and 102 lb up at 20-11-4, 82 lb down at 22-11-4, 82 lb down at 24-11-4, 82 lb down at 26-11-4, 82 lb down at 28-11-4, and 82 lb down at 30-11-4, and 425 lb down and 169 lb up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=-54, 10-13=54, 19-26=-20, 15-18=-20, 15-29=-20 Concentrated Loads (lb) Vert: 4=-90(B) 10= 237(B) 15=-425(B) 24=-272(B) 5=-3 21= 39(B) 20=-39(B) 6=-90(B) 16=-60(B) 32=-90(B) 33=-90(B) 35=-90(B) 36=-90(B) 37=-90(B) 38=-116(B) 39=-116(B) 41=-116(B) 42- 116(B) 43=-116(B) 44- 39(B) 45=-39(B) 46=-39(B) 47=-39(B) 48=-60(B) 49=-60(B) 50=-60(B) 51=-60(B) 0 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and 1s for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/1 Quality Criteria, 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 1780 B BLK � T24590434 2814480 A09 Special Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:21 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-_KloKA_mlXmOvgxR2uon2KpYyrKxrBTS_dob7gz_nai r1-4-q 5-11-1 8-8-0 13-7-1 20-0-0 26-5-13 32-11-11 40-0.0 A1-4-Q 1 4 0 5-11-1 2-8-15 4-11-2 6-4-15 6-5.13 6-5-13 7-0-5 1-4-0 m O 3x6 = 3.00 F12 4x6 = 2x4 II 6 7 6x8 = 3x6 = 3x4 = 3x6 = 8-1 Scale=1:72.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.36 12-14 >643 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.55 12-14 >422 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. 10-13: 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 8-14, 7-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2— 583(LC 10), 14=-452(LC 10), 10=-570(LC 10) Max Grav 2=907(LC 15), 14=1867(LC 15), 10=1024(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2463/1556, 34=-2100/1382, 4-5— 900/910, 5-6=-252/556, 6-7= 199/539, 7-8=-208/576, 8-9=-1217/840, 9-10= 1458/920 BOT CHORD 2-17=-1236/2555, 16-17=-923/2051, 15-16=-416/983, 12-14= 280/545, 10-12=-623/1246 WEBS 3-17=-360/261, 4-17=-304/920, 4-16=-1200/569, 5-16=-197/791, 5-15=-1265/603, 8-14=-926/524, 8-12=-198/886, 9-12= 462/380, 14-15— 1335/260, 7-15=-515/80 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 414-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) But Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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) except Qt=lb) 2=583, 14=452, 10=570. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANSVTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qtty Ply 1780 B BLK T24590435 2814480 A10 GABLE 1 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2u21 rim I eK Industries, inc. t ue uul 6 i2:37:28 202i rage 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW 46R-HghSoZ496hfOFlznzsQQgpbl FgoK_QhUbC?Ttmz_nab 6-10-12 10-10-12 12-10.12 16.1-10 •1.4-0 4-10.12 4 8.10.12 10-3-4 12-5-0 14-4-12 20-0-0 24-1 6 26-7-8 29-8-12 33-3-13 40-0-0 41-4-0 1-0-0 410.12 8 2-0.0 1-4-8 1.6-0 1-6-0 410-6 4-10-6 1.9.2 3-1-4 3-7-1 0.8-3 1-8-8 0-7.8 0-5.12 0-8-14 Scale=1:72.6 5x6 6.00 12 1 7 4 2"0"0 2.0-0 32-0-0 14 12 14-4-12 11 15 3x4 i 12-10-12 I 3x6 56 <- 10 16 10-10-12 I 9 17 B 50 44 18 19 62 8-10-12 6-10-12 7 9 3X4 6 t 43 45 20 12A a 4-10-12 3x4 5i 3x6 ST1.5xB STP = 4 48 0 3xB 11 3x4 \ 61 3 3x10 I 3x6 II 42 3/-�x10 I 21 m 2 3x6 3x8 II 3 m 22 1 63 6436 34 36 37 35 3x8 = 28 27 26 25 6524 3x4 = 33 32 31 30 29 5x6 = 3x4 = 5x8 = 5x8 = 3x6 = 6.10-12 10-1 a12 13-4-2 15-1-10 2-3-14 4-10.12 4a 9-6-0 1p-3-p 12-10.12 1A-4-12 20.4-0 zo}7 10 24-10-6 21-8-12 40-0-0 1 2-3-1� 2�d-64 T 2-7-4 6 9-1 5-2-s o-3- 0 4-2-12 4-1 o-s 10-3-4 1-5-14 0-7-B 1-0-10 Plate Offsets (X Y)-- [2:0-4-0 0-3-1] [9:0-3-0 0-3-0] [13:0-3-8 0-2-8] [22:0-4-0 0-3-1] [27:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.08 24-60 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.17 24-60 >999 180 BCLL 0.0 Rep Stresslncr NO WB 0.39 Horz(CT) -0.01 29 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 639 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD .Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 27-34: 2x4 SP No.2 P 10-0-0 oc bracing: 22-24. WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 40, 41, 42, 43, 45, 48 4-38,37-47,7-46,35-48,32-49,33-50: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-4-7 except (jt=length) 2=0-8-0, 22=0-8-0. (lb) - Max Horz 2=-424(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 30, 31 except 2— 1009(LC 8), 29=-1422(LC 8), 22=-267(LC 8), 32=-498(LC 8) Max Grav All reactions 250 lb or less at joint(s) 30 except 2=922(LC 17), 29=2480(LC 1), 22=701(LC 14), 31=277(LC 14), 32=508(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 24=-663/843, 4-5=-584/685, 5-6= 413/263, 6-7=-363/257, 7-8=-400/341, 8-9= 388/367, 9-10=-432/750, 10-11=-359/726, 11-12=-318/746, 12-13=-263/755, 13-14=-284/796, 14-15=-352/813, 15-16=-356/711, 16-18=-464/76, 18-19= 553/104, 19-20= 564/25, 20-22= 840/141 BOT CHORD 2-38=-704/537, 37-38=-704/537, 36-37=-704/537, 35-36=-336/287, 33-35=-336/287, 32-33=-336/287, 31-32— 336/287, 30-31= 336/287, 29-30=-336/287, 28-29=-60/372, 27-28=-60/372, 26-27=-60/372, 25-26=-60/372, 24-25=-60/372, 22 24=0/717 WEBS 13-29= 885/397, 29-42_ 1132/604, 42-43— 1092/582, 43-44— 1141/603, 16-44=-999/556, 16-45=-280/621, 24-45=-267/616, 24-39= 519/410, 20-39=-426/288, 9-50=-632/594, 49-50=-628/635, 41-49=-594/578, 40-41=-610/602, 29-40=-612/603, 36-48=-611/696, 948— 654/742, 5-47=-227/714, 46-47=-235/702, 36-46=-368/806, 7-46=-262/197, 32-49=-269/271 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-6-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 Do. 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. Joaquin Velez PE No.68182 3) Unbalanced roof live loads have been considered for this design. MiTek USA, Inc. FL Cart 6634 4) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 6904 Parke East Blvd. Tampa FL 33610 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 Date: 5) 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. July 6,2021 Continued on Daae 2 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 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 : ANSVTPII 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 City Ply 1780 B BLK t n T24590435 2814480 A10 GABLE 1 2 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:28 2021 Page 2 ID:g65k6Z?uV IiuQXUS7?YA4XyW 46R-HghSoZ496hfOFlznzsQQgpblFgoK_QhUbC?Ttmz_nab NOTES- 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) All Plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Ltimber 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 31 except (jt=lb) 2=1009, 29=1422, 22=267, 32=498. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 334 lb up at 2-10-12, and 327 lb down and 143 lb up at -1-4-0 on top chord, and 469 lb up at 2-10-0, 16 lb up at 4-10-12, 16 lb up at 6-10-12, 16 lb up at 8-10-12, 16 lb up at 10-10-12, and 195 lb up at 12-10-12, and 99 lb down and 136 lb up at 14-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-13=-84(F=-30), 13-62=-84(F=-30), 23-62=-54,51-65=-50(F=-30),56-65— 20 Concentrated Loads (lb) Vert: 38=16(F) 37=16(F) 35=16(F) 32_ 99(F) 33=107(F) 1=-300(F) 61=148(F) 63=267(F) 64=16(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verity the applicability of design parameters and 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 ANSUip/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1780 B BLK f T24590436 2814480 All Special.Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:30 2021 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW 46R-D3oCDF5Pdlv6U2794HSuvEg4iTOzSFTn3W UZxez_naZ r1-4-q 5-11-1 8.7-8 13-10-8 20-0.0 26-2-6 32-11-11 40.0-0 A1-4-Q 1-4-0 5-it-1 2-8-7 5-3-0 6-1-8 6-2-6 6.9-4 7-0-5 1-4-0 m 0 3x6 % 3.00 Fl2 8-7-8 Scale = 1:72.4 3x6 = 2x4 11 6 7 6x8 = 3x6 = 3x6 = 3x6 = 6-1-8 0.9.0 8-11-12 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 0.59 BC 0.82 WB 0.76 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) -0.37 12-14 >623 240 Vert(CT) -0.56 12-14 >413 180 Horz(CT) 0.11 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 10-13: 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 8-14, 7-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2= 584(LC 10), 14=-451(LC 10), 10=-570(LC 10) Max Grav 2=907(LC 15), 14=1870(LC 15), 10=1026(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2463/1557, 3-4=-2113/1393, 4-5=-870/892, 5-6= 251/560, 6-7=-195/534, 7-8=-210/582, 8-9=-1221/844, 9-10=-1465/926 BOT CHORD 2-17=-1236/2554, 16-17=-936/2066, 15-16=-393/929, 12-14=-268/514, 10-12=-629/1253 WEBS 3-17=-344/249, 4-17=-300/926, 4-16=-1259/602, 5-16=-197/785, 5-15— 1231/590, 8-14=-917/529, 8-12=-209/908, 9-12=-473/392, 14-15=-1330/243, 7-15=-499/8B 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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 16-0-0, Exte6or(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a W.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing atjoint(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) except Qt=lb) 2=584,14=451,10=570. 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. OImy d Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 B BLK T24590437 2814480 Al2 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:31 2021 Page 1 ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-hFMaQb61 Oct z6CiMe?_7SRDHitkKBhpwHAD7U4z_naY ri-4-q 5-11-1 6-7-f; 13-4-7 20-0.0 26-5-13 32-11-11 40-0.0 pl-4-q 1-4.0 5-11-1 8- 6-6-15 6-7-9 6-5-13 6-5-13 7.0-5 1-4.0' Scale = 1:72.4 3x6 = 2x4 II 5 6 5x8 II 3x6 = 3x4 = 3x6 = 3x6 ::-- 3.00 12 6x8 = NNEON 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 FBC2020frP12014 CSI. TC 0.51 BC 0.82 WB 0.81 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) -0.36 11-13 >644 240 Vert(CT)-0.5511-13 >423 180 Horz(CT) 0.10 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 208 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied: 9-12: 2x4 SP No.1 WEBS 1 Row at midpt 3-15, 4-14, 7-13, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 9=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2_ 567(LC 10), 13=-486(LC 10), 9=-552(LC 10) Max Grav 2=892(LC 15), 13=1899(LC 15), 9=1002(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2447/1453, 3-4=-855/820, 4-5=-226/515, 5-6=-172/512, 6-7=-180/534, 7-8— 11691799, 8-9=-1410/879 BOT CHORD 2-16=-1135/2521, 15-16— ib95/2413, 14-15=-359/906, 11-13=-242/501, 9-11=-587/1203 WEBS 3-16=-201/793, 3-15=-15641763, 4-15=-128f716, 4-14=-1233/589, 7-13=-924/523, 7-11 =-1 98/887, 8-11=-463/380, 13-14=-13681297, 6-14=-546/57 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=5.Opsf; h=15ft; 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 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members arld 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 A fit between the bottom chord and any other members, with BCDL = I O.Opsf. 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) except Qt=lb) 2=567, 13=486, 9=552. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��' a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 1780 B BLK T24590438 2814480 A13 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mi I eK Industries, Inc. I ue Jul ti 12:3/:32 ZU'L1 rage 1 ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-9Rwzex7f9w9gkMGYCi VM?fmQKH2zw6A4W gzgOXz_naX r1-4-q 4-7-8 511-1 12-4.9 20.0-0 26-5-13 32-11-11 40-0-0 111-4-Q 1-4-0 4-7-8 1-3-9 6-5-8 7-7.8 6-5-13 6-5-13 7-0-5 1-4-0 3x6 = 6.00 F12 2x4 II 5 6 5x8 II 6x8 = 3x6 = 3x4 = 3x6 = 3x6 3.00 F12 Scale=1:72.8 a 0 I� I` 66 4-7-8 12-4-9 20.0-0 2 -9 0 29-8-12 40-0.0 4-7-8 7-9-1 7-7.8 9- 8-11-12 10-3-4 Plate Offsets (X,Y)-- [2:0-0-14,0-0-7], [4:0-4-0,0-3-0], [5:0-3-0,Edge], [8:0-3-0,0-3-0], [9:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.36 11-13 >646 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:92 Vert(CT) -0.5511-13 >424 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) -0.07 13 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -AS Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except BOT CHORD Rigid ceiling directly applied. 9-12: 2x4 SP No.1 WEBS 1 Row at midpt 3-15, 4-14, 7-13, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 9=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-531(LC 10), 13=-561(LC 10), 9=-514(LC 10) Max Grav 2=872(LC 15), 13=1986(LC 15), 9=957(LC 16) FORCES. (16) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2559/1373, 3-4=-855/727, 4-5— 177/422, 5-6=-125/466, 6-7=-122/445, 7-8=-1068/710,8-9=-1310/791 BOT CHORD 2-16— 1087/2623, 15-16=-1042/2464, 14-15=-319/943, 11-13=-160/409, 9-11=-508/1114 WEBS 3-16=-168/765, 3-15— 1538/735, 4-15=-48/667, 4-14=-1308/613, 7-13=-917/513, 7-11= 201/889,8-11=-466/384,13-14=-1463/383,6-14= 638/83 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=5.Opsf; h=15ft; 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 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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. wiT fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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) except Qt=lb) 2=531, 13=561, 9=514. 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. Joaquih Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 ANSM11 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 1780 B BLK T24590439 2814480 A14 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MITek Industries, Inc. I ue JUI 6 12:37:33 2U21 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-deULrH7HwDHhMW rklPObXslayhNNfbVDIUiEYzz_naW 4- 2-7- 2-7-8 5-11-1 11-8-0 14-11-8 20-0-0 26-5-13 32-11-11 40-0.0 $1-4-Q 1-4-0 2-7-8 3-3-9 5.8.15 3-3-8 5-0-B 6-5-13 6.5-13 7-0-5 1-4-0 3x6 5x6 3.00 F12 5x12 = 3x6 = 6.00 12 2x4 II 6 7 5x8 = 3x6 = 3x4 = 3x6 11 2-7-8 11-8-0 20.0-0 2 90 29-8-12 40-0-0 2-7-8 9-0-8 8.4-0 9- 8-11-12 10-3-4 Plate Offsets (X,Y)-- [2:0-1-10,0-0-7], [4:0-3-0,0-3-4], [6:0-3-0,Edge], [9:0-3-0,0-3-0], [10:0-2-12,0-1-8], [15:0-2-8,0-2-8], [17:0-3-8,0-3-0] 3x6 = Scale = 1:72.8 m r 11 14 ],o 66 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.37 12-14 >631 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.55 12-14 >423 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 HOrz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 221 lb FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS 2x4 SP No.2 2x4 SP No.2 *Except* 10-13: 2x4 SP No.1 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-376(LC 10), 14=-879(LC 10), 10=-350(LC 10) Max Gram 2=728(LC 15), 14=2312(LC 15), 10=726(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied: WEBS 1 Row at micipt 3-17, 8-15, 5-15 2 Rows at 1/3 pts 7-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2281/901, 3-4=-616/288, 4-5=-580/501, 5-6=W741, 6-7=0/371, 7-8=-14/749, 8-9= 558/309, 9-10= 803/391 BOT CHORD 2-18=-711/2395, 17-18=-716/2243, 16-17=-280/649, 15-16=-343/265, 10-12=-152/662 WEBS 3-18=-33/642, 3-17=-1603/768, 4-16=-482/448, 8-15— 907/512, 8-12= 206/900, 9-12=474/387, 14-15=-2171/1125, 7-15— 884/394, 5-16=-475/1195, 5-15=-997/504 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=5.Opsf; h=15ft; 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 2-9-4, Interior(1) 2-9-4 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members aqd forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 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) except Qt=lb) 2=376, 14=879, 10=350. 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. Joaquin Velez PE No.68182 MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 B BLK r T24590440 2814480 B01 COMMON TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, B.4:1u s jun _z zuzi mi I eK inausmes, Inc. T ue jut o 1 z:ara4 zuz i rage i ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-5g2j3dBwhXPYzgQxJ7Xg44mp5jeO8mNz8Sn4Pz_naV 1-4.0 6.8-4 12-10-0 18-11-12 18.6-11 25-4-0 1.4 6-8-4 6-1-12 6-1-12 0-6-1 5-9-5 co 5x6 Scale = 1:47.3 3x4 = 4x6 = ST1.5x8 STP = 3z4 = 4x4 = 3x4 = 9-5-12 19.6-11 19i6-0 25-40 9-5-12 10.0-15 0• -5 b-8-0 Plate Offsets (X Y)-- [4.0-3-8 0-2-8] [6:0-0-0 0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.15 7-12 >452 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.49 7-9 >475 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42, Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 117 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 WEBS 1 Row at micipt 4-7 REACTIONS. (size) 6=0-4-0, 2=0-8-0, 7=0-8-0 Max Horz 2=279(LC 9) Max Uplift 6=-219(LC 10), 2=-448(LC 10), 7= 546(LC 10) Max Grav 6=178(LC 20), 2=927(LC 15), 7=1159(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1287/826, 3-4=-1067/739, 4-5=-156/543, 5-6=-115/263 BOT CHORD 2-9— 629/1299, 7-9=-227/603 WEBS 3-9=-456/444, 4-9=-241/860, 4-7=-930/113, 5-7=-454/569 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 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 8-10-0, Exterior(2R) 8-10-0 to 16-10-0, Interior(1) 16-10-0 to 21-4-0, Exterior(2E) 21-4-0 to 25-4-0 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Tfyjs truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=219, 2=448, 7=546. . 7) TIN 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and 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 1780 B BLK T24590441 2814480 B02 GABLE 1 1 Job Reference (optional) tiunaers rlrsibource triam ldiy, r-L), rlant Uiy, rL - 0000i, —.. a uui r c —1 rvu , en a U.I. oa, a ice. . uo ou, . —.,..... 1— , oyo , I D:g65k6Z?uVli uQXUS7?YA4XyW 46R-2D9TU IAADBfGDzaJ RYZ19Vw6muODsvQgRSxu9lz_naT 1-4-0 6-0.0 8-8-13 12-10-0 16-11-3 19.8-0 21-0-5 25-8-0 27-0-0 1-4-0 6-0-0 2-8-13 4-1-3 4-1-3 2-8-13 1-4-5 4-7-11 1-4.0 Scale=1:50.7 4x6 2x4 11 9 2x4 11 8 10 6.00 12 2x4 II 2x4 II 7 11 3x4 i 3x4 2x4 11 6 12 2x4cc II 4x12 11 5 2 35 13 1 34 4 ST1.5x8 STP = 3 2x I I 4 1 33 3 I 3 1 m 2 o 29 ' 28 27 26 25 46 24 23 47 22 21 �P0 19 48 = 2x4 II 2x4 11 3x6 11 2x4 11 44 = 2x4 11 ST1.5x8 STP 2x4 11 3x10 = 3x6 11 2x4 11 2x4 11 10-1-4 1 12-10.0 2-8-12 4x12 II 14 h 16 co 17I4 6 18 2x4 11 4x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.21 25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.20 23-25 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.03 20 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix-MSH Weight: 168lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 30, 31, 33, 34 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-4-0, 20=0-8-0 Max Horz 2=-277(LC 6) Max Uplift 2=-981(LC 8), 16=-330(LC 8), 20=-1472(LC 8) Max Grav 2=1258(LC 1), 16=264(LC 18), 20=1785(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (b) or less except when shown. TOP CHORD 2-3=-2068/1546, 3-5=-2019/1554, 5-6=-2020/1601, 6-7=-1062/832, 7-8=-994/864, 8-9=-949/871, 9-10= 939/865, 10-1 1=-1009/876,11-12=-1058/831, 12-13=-139/300, 13-15=-174/317, 15-16=-150/254 BOT CHORD 2-29=-1289/1846, 28-29=-1289/1846; 27-28=-1289/1846, 26-27=-1289/1846, 25-26=-1289/1846, 23-25=-1289/1846, 22-23=-234/254, 21-22= 234/254, 20-21=-234/254, 19-20=-234/254, 18-19= 234/254, 16-18=-234/254 WEBS 12-20=-1235/927, 9-23=-434/445, 23-33=-771/1170, 33-34=-770/1162, 34-35=-802/1200, 12-35=-754/1155, 6-27=-410/538, 6-32=-1079/890, 31-32=-1,039/859, 30-31=-1071/887, 23-30=-1090/901 NOTES- 1) Urlbalanced 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry G ible End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=981, 16=330, 20=1472. Joaquin Velez PE No.66162 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 89 lb up at MiTek USA, Inc. FL Cart 6634 2-10-12, 40 lb down and 89 lb up at 4-9-4, and 33 lb down and 87 lb up at 20-9-4, and 72 lb down and 186 lb up at 22-9-4 on top 6904 Parke East Blvd. Tampa FL 33610 chord, and 28 lb up at 2-10-0, 5 lb down and 9 lb up at 4-9-4, 39 lb down and 81 lb up at 6-9-4, 39 lb down and 81 lb up at 8-9-4, Date: 39 lb down and 81 lb up at 10-9-4, 39 lb down and 81 lb up at 12-9-4, 39 lb down and 81 lb up at 14-9-4, 39 lb down and 81 lb up at 16-9-4, 39 lb down and 81 lb up at 18-9-4, and 13 lb up at 20-9-4, and 6 lb down and 32 lb up at 22-9-4 on bottom chord. The July 6,2021 ;or1t381�r1/19f11 �tIB131f such connection device(s) is the responsibili _of others. ® 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 ANS11TP/r 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 17BO B BLK r T24590441 2814480 B02 GABLE 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I eK Inoustnes, Inc. I ue Jul b 12:31:3ti zuzl rage z ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-2D9TUTAADSfGDzaJ RYZ19Vw6muODsvQgRSXu9Iz_naT NOTES- 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-9=-74(F= 20), 9-42— 74(F=-20), 17-42= 54, 36-41=-40(F=-20) Co6centrated Loads (lb) Vert:23=-39(B) 25=-39(B) 26=-39(B) 28=-5(B) 5=0(B) 29=3(B) 3=0(B) 22=-39(B) 21= 39(B) 19=6(B)13=7(B) 18=23(B) 15=24(B) 46=-39(B) 47=-39(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. r.� ' 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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 B BILK T24590442 2814480 CJ1 JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:37 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-.W PjsheBo_Sn7g79V_F5XiiTNXlzgbb?pg6gRhkz_naS 0-11-4 N N O Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 Ito FT = 20% 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=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=20(LC 10), 2=159(LC 15), 4=44(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; 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 will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=195. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality 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 1780 B BILK T24590443 2814480 CJ1A JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. I ue Jul 6 12:37:36 2U21 rage 1 I D:g65k6Z?uVliuQXUS7?YA4XyW 46R-_bHEu_BQlmv_SHkiYzcmEwOYGiG7K2FyumQ?DAz_naR -1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 a 6 N N O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 5 >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 FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-4-0 Max Horz 2=79(LC 10) Max Uplift 3=-44(LC 1), 4=-63(LC 1), 2=-305(LC 10) Max Grav 3=71(LC 10), 4=103(LC 10), 2=248(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 0-11-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph,(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left exposed porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=305. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 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 1780 B BLK ' ' T24590444 2814480 CJ1B JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:39 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-Sorc6KC2W 31 g4RJu6g7?n7Ykj6ex3VV67Q9Ymdz_naQ -1-4-0 0-11.4 1-4-0 0-11.4 m m 0 N u) o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.01 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 3=94(LC 10) Max Uplift 1=-109(LC 10), 3=-7(LC 10), 4=-59(LC 10) Max Grav 1=93(LC 15), 3=43(LC 1), 4=48(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.2 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left exposed; end vertical left exposed; porch left and.right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 1=109. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty . Ply 1780 B BLK T24590445 2814480 CJ1V Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 612:37:39 2021 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW 46R-Sorc6KC2W 31 g4RJu6g7?n7r06fK3VV67Q9Ymd2_naQ 1-4-0 0-11-4 1-4.0 0- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020(fP12014 Matrix -MP 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=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 0 m 0 Scale = 1:7.6 1co 1. C? 0 PLATES GRIP MT20 _ 244/190 Weight: 5 lb FT = 20% Structural wood sheathing directly applied or 0-11-4 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45111; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load; shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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) Prpvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=181. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSVTP11 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 1780 B BLK T24590446 2814480 CJ3 JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:40 2021 Page 1 ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-w_P_JgDgHN9hhbu4gOeEJL5umVzBoykFM4v513z_naP -12 0 2-11-4 r 1.4.0 2-11-4 Scale=1:12.7 2-11-4 Plate Offsets (X,Y)-- [2:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 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 FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2= 212(LC 10); 4=-41(LC 7) Max Grav 3=65(LC 15), 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: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (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 jive load shown.covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a -rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=212. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 M7ek8 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 1780 B BLK + ' T24590447 2814480 CJ3V Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Offsets Plant City, FL - 33567, 8.43U s Jun 2 zuzi mi I eK Induslrles, Inc. I ue Jul b 12;3/;4 i 202 I rage i ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-OAzMXOEJ2hHYJkSHD59TsYe3WvJcXP_PakefgVz_naO -11 0 2-11-4 1-4.0 2-11-4 In IV o ro 66 Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 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 BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-57(LC 10), 2=-149(LC 10) Max Grav 3=74(LC 15); 2=196(LC 15), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-11-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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) 3 except Qt=lb) 2=149. Joaquin Velez PE No.68182 MiTek USA, Inc. fL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 1780 B BILK t ' T24590448 2814480 CJ5 JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.4JU s Jun z zuzi mi i eK incusmes, Inc. I ue Uui o 1z;ar4z zuz i rage i ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-sMXIkMExp_P Pxul TnogiOmA7yJW IGsEYpOOCMyz_naN 1-4-0 4-11-4 1.4.0 4-11-4 4x4 = 4-11-4 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.15 4-7 >380 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.14 4-7 >419 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS 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=185(LC 10) Max Uplift 3=-124(LC 10), 2=-261(LC 10), 4=-73(LC 10) Max Grav 3=124(LC 15), 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% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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 jive load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=124, 2=261. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 : ANSYTP/1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1780 B BLK � T24590449 2814480 CJ5V Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, a.43U s dun z zuzi m1 I eK incuscnes, Inc. I ue jut O i 2:37:42 202 i rdye i ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-sMXIkMExp_PPxu1 TnogiOmA9rJaHGsEYpOOCMyz_naN -1-4-0 4-11-4 1-4-0 4-11-4 Scale=1:17.6 0- Plate Offsets (X Y)-- [2:0-0-15 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.51 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 4-7 >937 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020[TP]2014 Matrix -AS Weight: 18 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) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-113(LC 10), 2=-161(LC 10) Max Grav 3=138(LC 15), 2=265(LC 15), 4=86(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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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) except Qt=lb) 3=113, 2=161. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. Fl. Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1TPI1 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 1780 B BLK t T24590450 2814480 EJ7 JACK -OPEN TRUSS 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2 4x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 TCDL 7.0 Lumber DOL 1.25 BC 0.73 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-165(LC 10), 2=-185(LC 10) Max Grav 3=204(LC 15), 2=343(LC 15), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:46 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-18mFajHRsDwrPWLEOelfZcLmMwtACfEBkOMQVjz naJ 7-0-0 Scale = 1:23.0 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.19 4-7 >437 240 MT20 244/190 Vert(CT) -0.20 4-7 >410 180 Horz(CT) -0.01 3 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1.) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=165, 2=185. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 prevent buckling of individual truss web and/or chord membersonly. Additional. temporary and permanent bracing MiTek" is always, required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 B BLK I t T24590451 2814480 EJ7A JACK -OPEN TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mi I eK Inaustnes, Inc. I ue Jul ti 12:3t:41 ;eU21 rage 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW 46R-DKKen313dX2i 1 fwQaMGu5pu3gKMIx4LHzg5z29z_nal 1-4-0 7-0-0 r 1-4.0 7-0-0 2x4 II "� — 2x4 II 2x4 11 "4 Scale=1:23.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 1 n/r 180 MT20' 244/190 TCDL 7.0 Lumber DOL .1.25 BC 0.07 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 35 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-0-0. (lb) - Max Horz 2=237(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6, 2 except 7=-105(LC 10), 8=-100(LC 10) Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-467/160 WEBS 4-7=-127/380, 3-8=-233/459 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) V.asd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) LuInber 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 maybe 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6„ 2 except Qt=lb) 7=105, 8=100. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 B BLK 1 T24590452 2814480 EJ7V Jack -Open Truss 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:48 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-hW uO?PJiOgAZfpVd83n7e1 Q59kXvgZjRBKrWabz_naH 1-4-0 7-0.0 1-4.0 7-0-0 Scale=1:22.9 4x4 Plate Offsets (X Y)-- [2:0-1-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) 0.20 4-7 >408 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.21 4-7 >398 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 25 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=241(LC 10) Max Uplift 3=-169(LC 10), 2=-179(LC 10) Max Grav 3=206(LC 15), 2=341(LC 15), 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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) except Gt=lb) 3=169, 2=179. 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. Joaquin Velez PE No.69192 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 , ANS11Tpl1 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 city Ply 1780 B BLK ' T24590453 2814480 EJ210 Jack -Open Truss 13 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:43 2U21 rage 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW 46R-LZ57yiFZalYGY2cfLW Bxo¢jD7jz??JUi227lv0z_naM -11 0 2-10-0 1.4.0 2-10-0 Scale=1:12.4 2-10.0 Plate Offsets (X,Y)-- [2:0-1-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=129(LC 10) Max Uplift 3- 29(LC 9), 2=-298(LC 10), 4=-25(LC 15) Max Grav 3=20(LC 15), 2=517(LC15), 4=35(LC 10) 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=298. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 227 lb down and 285 lb up at -1-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 54, 4-5=-20 Concentrated Loads (lb) Vert: 1=-200(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 Qty Ply 1780 B BLK r T24590454 2814480 EJ210A JACK -OPEN TRUSS 2 1 Job Reference (optional) 8ulloers Firstsource (Plant city, FL), Plan[ eny, I-L - JJbbf, ti.4Ju s dun Z ZUZ t Ivn I eK InaUffines, urc. r ue dui 0 rz:0n4v ZU41 rdye 1 ID:g65k6Z7uVliuQXUS71YA4XyW 46R-p1eV92GBKcg7ACBsvDjAUBGZ17JbklkrHitJRgz_naL 1-4.0 2-10-0 1-4-0 2-10-0 Scale=1:12.4 2X4 = 0.4.0 2-10-0 6.4.0 2.6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 5 >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 FBC2020lrP12014 Matrix -MP Weight: 11 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=129(LC 10) Max Uplift 3=-39(LC 10), 2=-257(LC 10), 4=-26(LC 7) Max Grav 3=49(LC 15), 2=234(LC 1), 4=36(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-10-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 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 of20.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 Ot=lb) 2=257. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to 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/TF11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cty Ply 1780 B BLK r r o i T24590455 28144BO EJ210C Jack -Open Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s uun z zuzi mi I eK mousmes, Inc. I ue dui O I e:J/:40 eue I rage r I D:g65k6Z?uV IiuOXUS7?YA4XyW 46R-HxCtMNHp5vo_oMm2SxE000obAW UPT7B_VMcszHz_naK -1-4-0 2-0-7 _ _2-10-0 1.4.0 2-0-7 0-9-9 1-6-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.00 5-6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.00 5-6 >999 180 BCLL 0:0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.13 4 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Me6hanical, 5=Mechanical, 6=0-11-5 Max Horz 6=129(LC 10) Max Uplift 4=-388(LC 1), 5=-467(LC 1), 6=-1015(LC 10) Max Grav 4=310(LC 10), 5=388(LC 10), 6=1223(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 34— 192/348 BOT CHORD 2-6= 43/266 WEBS 3-6= 580/1249 Scale=1:12.4 PLATES GRIP MT20 244/190 Weight. 13 lb FT = 20% Structural wood sheathing directly applied or 2-10-0 oc pudins. Rigid ceiling directly applied or 6-4-14 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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.. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=388, 5=467, 6=1015. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 128 lb up at -1-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 1— 90(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute,.2670 Crain Highway, Suite 203- Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1780 B BLK t T24590456 2814480 EJ210D JACK -OPEN TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:45 2021 Page 1 ID:g65k6Z7uVliuQXUS77YA4XyW 46R-HxCtMNHp5vo_oMm2SxE000olpW gOTBu_VMcszH7_naK 1-4.0 1-10-15 2-10.0 1-4-0 1-10-15 0-11-1 Scale=1:15.0 m rn m v LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.15 Vert(LL) 0.01 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 2 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MP Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4SPNo.3 REACTIONS. All bearings 0-11-5 except Qt=length) 1=0-1-8, 4=Mechanical. (lb) - Max Horz 7=146(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 4 except 1=-385(LC 10), 7=-350(LC 10), 6=-158(LC 1), 6=-158(LC 1) Max Grav All reactions 250 lb or less atjoint(s) 6, 4 except 1=412(LC 15), 7=404(LC 1) 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=4.2pst BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 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) 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. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt=lb) 1=385, 7=350, 6=158. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 340 lb down and 1002 lb up at -1-3-4 on top chord. The design/selection of such connection devices) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-76, 4-8=-54, 2-5=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 Continued on a e 2 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II.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 ANSIITPII 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 1780 B BLK e x T24590456 2814480 EJ210D JACK -OPEN TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2U21 MI I ex Inoustnes, Inc. I ue Jul 6 12:3t:4b ZU2l rage z I D:g65k6Z?uVliuQXUS7?YA4XyW46R-HxCtMNHp5vo_oMm2SxEQOOolp W gOTBu_VMcszHz_naK LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-300(F) ® 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 iwiTek° 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-69 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 I Ply 1780 B BLK r y K .4 T24590457 2814480 HJ7 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 a Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 12:37:51 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW 46R-65ZBdRLahIY7W HDCpBLgGf2fOxXAtrEtuH3BBwz_naE 1-10-10 4-2-0 9-10-13 1-10-10 4-2.0 5-8-13 Scale = 1:22.7 9-9-5 011=8 Plate Offsets (X Y)-- [2.0-3-11 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.47 6-9 >251 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.45 6-9 >259 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.34 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 42 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-157(LC 8), 2=-335(LC 8), 6=-287(LC 5) Max Grav 4=146(LC 1), 2=298(LC 1), 6=247(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-487/638 BOT CHORD 2=6=-631/492 WEBS 3-6=-510/653 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 4, 335 Ib uplift at joint 2 and 287 lb uplift at joint 6. 8) Hartger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-4-15, 60 lb down and 75 lb up at 1-4-15, 3 lb down and 100 lb up at 4-2-15, 3 lb down and 100 lb up at 4-2-15, and 24 lb down and 149 lb up at 7-0-14, and 24 lb down and 149 lb up at 7-0-14 on top chord, and 41 lb down and 48 lb up at 1-4-15, 41 lb down and 48 lb up at 1-4-15, 5 lb down and 13 lb up at 4-2-15, 5 lb down and 13 lb up at 4-2-15, and 17 lb down and 33 lb up at 7-0-14, and 17 lb down and 33 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 Con in ed on oaae 2 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 1 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. Old. SIR For 4 x 2 orientation, locate plates 0- 1/10 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: ANSITfPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in.ft-in-sixteenths (Drawings not to scale) 1 2 TOP CH( c1-2 0 Ti 2. U a 8 7 DS WEBS .�7 6 4 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. cc 3. Never exceed the design loading shown and never O stack materials on inadequately braced. trusses. N D EL U 4. Provide copies of this truss design to the building 0 designer, erection supervisor, property owner and all other. interested parties. 5. Cut members to bear tightly against each other. 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI A. 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 desjgn does n9t take into account any dynamic or other loads other than those expressly stated.