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HomeMy WebLinkAboutTrussr 258 Southhall Lane, Suite 200 r , Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com rF - D IeS Website: www.fdseng.com ENGINEERING ASSOCIATES February 1, 2021 Building Department Ref: Adams Homes Lot: Lot 33 Blk. 2 Subdivision: Fort Pierce - Waterstone Address: 8501 Waterstone Blvd. Model: 2265 A LHG 3CF KA # 21-1218 Truss Company: Builders First Source Date of drawings: 1/29/2021 Job No.: 2625269 Wind Speed: 160 Exposure: C Truss Engineer: Walter P. Finn 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 techniques; and coordinating work with all other trades. Note: Truss ID's may vary. a `': •�' S fi°�F': No 87864 If you have any questions, please do not hesitate to call. Sincerely, STAT 2/1/2021 i Carl A. Brown, P.E. Luis Pab Torres, P.E. FL. # 56126 FL. # 87 64 FDS Engineering Associates, A TSG Company "Your Building Code Experts" IA IN Is oil imom CONNECTORS SCHEDULE ROOF TRUSS 1: Q ID MODEL ROOF UPLIFT SYM 0 A- I LUS24 / JUS24 1 895 / 835 14901510 ILA' 6 A HTU26 / THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 .1LB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 J Lc 0 D I HTU28-2 / THD28-2 4680 / 5005 13485 / 2595 ILD 0 E I HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 I LL= 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 I LF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 I LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 I IH 0 J THASR-1-29 / 9100 / 8990 4095 / 4370 J Li 28 3 X 8 NOP ❑+ Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings daring this review do not relieve contractor from compliance with requirements of the drawings and specificatioas. This check is only for review of general conformance with the concept of the project and general compliance with the information 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 IDS ENGINEERING ASSOCIATES Date: 02/01/2021 By: BH Submittal No.: Project No.: 21-1218 Project Eng.: Project Name: Adams Homes -Fort Pierce - Waterston Lot 33 BUL 2 ERIFYALLDIMENSIONSANDCnUNGCONC1T WPRIORMAPPROVAL OME CDUNG FRAMING r QIARED IN FIELD BY BIALDER MAIN NANO FORCE RESISTING SYSTELVCZ HYBRID WND ASCE740 ENCLOSED EXPOSURE CATEOMY C OCCUPANCY CATEGORY0 Who LOAD 10 MPH WIND IMPORTANCE FACTGR I= TRUSSES MVE SEEN DESIGNED FORA 10D FSF BOTTOM CHORD LIVE LOAD N0NC0NGLW0 T VM ANY OTHER LNG 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: 65 PSF DURATION: 1.25 DURATION: 1.00 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 Date CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSC1-81 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wail, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE. 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend 1 V-4" BRG FIGHT =8'-0" BRG HGHT 10'-M BRG HGHT BUILDER: - Adams Homes PROJECT: Single Family 160 MODEL: 1 2265 A 3CAR 160 ADDRESS: 8501 WATERSTONE BLVD LOT 1 BLOCK: 3312 SUBDIVISION: I WATERSTONE Rft- FT PIERCE RAWN BY. K SANCHEZ JOB # : 1 2626269 DATE: 1 1/28/2021 1 SCALE: I NTS PLAN DATE: 1 2021 REVISIONS: 1.JAN 2021 (NEW CODE) 2. 3. A 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax(813) 306-1301- Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2625269 - LOT 33/2 WATERSTONE MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2625269 Model: 2265 kT8L 33610-4115 Lot/Block: 33/2 Subdivision: WATERSTONE Address: 8501 WATERSTONE BLVD, . 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: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: NIA psf This package includes 54 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 T22654056 A 1/29/21 23 T22654078 D13 1/29/21 2 T22654057 A2 1/29/21 24 T22654079 D15 1/29/21 3 T22654058 A4 1/29/21 25 T22654080 D17 1129/21 4 T22654059 B7 1/29/21 26 T22654081 D19 1/29/21 5 T22654060 B9 1/29/21 27 T22654082 D21 1/29/21 6 T22654061 B11 1/29/21 28 T22654083 E3 1/29/21 7 T22654062 B13 1/29/21 29 T22654084 E5 1/29/21 8 T22654063 B15 1/29/21 30 T22654085 E7 1/29/21 9 T22654064 B17 1/29/21 31 T22654086 E7G 1/29/21 10 T22654065 B19 1/29/21 32 T22654087 E7S 1/29/21 11 T22654066 B21 1/29/21 33 T22654088 EN 1129/21 12 T22654067 C1 1/29/21 34 T22654089 E22 1/29/21 13 T22654068 C1S 1/29/21 35 T22654090 FG 1/29/21 14 T22654069 C1 V 1/29/21 36 T22654091 G7 1/29/21 15 T22654070 C3 1/29/21 37 T22654092 G9 1/29/21 16 T22654071 C3S 1/29/21 38 T22654093 G11 1/29/21 17 T22654072 C3V 1/29/21 39 T22654094 G13 1/29/21 18 T22654073 C5 1/29/21 40 T22654095 G15 1/29/21 19 T22654074 C5V 1/29/21 41 T22654096 G17 1/29/21 20 T22654075 D7 1/29/21 42 T22654097 G19 1/29/21 21 T22654076 D9 1/29/21 43 T22654098 GGE 1/29/21 22 T22654077 D11 1/29/21 44 T22654099 H3 1/29/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2. January 29,2021 Finn, (Walter 1 of 2 MiTe-K .0 RE: 2625269 - LOT 33/2 WATERSTONE Site Information: M!Tek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2625269 Model: 2265 A 3CAR Lot/Block: 33/2 Subdivision: WATERSTONE Address: 8501 WATERSTONE BLVD, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T22654100 H5 1/29/21 46 T22654101 H7 1/29/21 47 T22654102 H7V 1/29/21 48 T22654103 K01 1/29/21 49 T22654104 K02 1/29/21 50 T22654105 M 1/29/21 51 T22654106 M3 1/29/21 52 T22654107 PB 1/29/21 53 T22654108 PB1 1/29/21 54 T22654109 R2 1/29/21 2 of 2 Job Truss Truss Type Qty Ply LOT 3312 WATERSTONE T22654056 Q625269 s A PIGGYBACK BASE TRUSS 5 1 Job Reference (optional) buiiaers mrst5ource (clam ldty, rL), mant Ulty, YL - 33001, e.4JU 5 Nov dU &ulu mi I eK mausines, Inc. r-n Jan ze Uts:4y:zts zuz"I rage l ID:6gDIOH2OVegl Nkl sxoNemzyuULB-wPbgFccKMHVDhMhl RkbB6ybPttTiivJ_ryUMhfzgYK5 1-4- 5-2-12 8-11-0 12- 12 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 40- 4-0 5-2-12 3-8 4 4-0-12 8-0 4 4-8-0 5-5-13 5-0-13 6 4-13 1 4-8 TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY Scale =1:80.5 •+ PURLINS AT 2-0-0 OC. MAX. 5x6=TYPICAL.5x6 = 627 728 26 29 5x6 5x6 i 8 5 2x4 6.00 12 2x4 I 9 4 2x4 'Z'� 1.5x8 STP = 30 3 1.5x8 STP 25 175x8 I �1 � c� 1 2 16 3215 33 14 34 13 35 12 N 31 3x4 = 4x6 = 3x8 = 3x6 = 3x4 = 3x6 = 8-11-0 18 3x6 i 6x8 = 5-2-12 8.9-8 8-11-0 15-3-13 25-8-0 33-7-0 42-7-8 5-2-12 3-6-12 0- -8 6-4-13 10-4-3 7-11-0 9-0-8 ' Plate Offsets (X,Y)--[2:0-2-9,0-1-8],[5:0-3-0,0-3-0],[6:0-3-8,0-2-4],[7:0-3-0,0-2-0],[8:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.39 18-21 >267 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.28 18-21 >376 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 234 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 2-18: 2x4 SP No.2 WEBS 1 Row at midpt 5-17, 6-16 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-0 Max Horz 2=376(LC 11) Max Uplift 2=-444(LC 12), 10=-672(LC 12), 18=-838(LC 12) Max Grav 2=397(LC 23), 10=1586(LC 18), 18=1887(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/365, 3-4=-307/356, 4-5=-271/334, 5-6=-1593/925, 6-7=-1528/928, 7-8=-1738/949, 8-9=-2542/1180, 9-10=-2728/1232 BOT CHORD 2-18=-336/245, 16-17=-459/1315, 14-16=-37211390, 12-14=-716/1923, 10-12=-966/2387 WEBS 5-17=-1987/731, 5-16=0/416, 6-14=-60/481, 7-14=-193/531, 8-14=-744/453, 8-12=-148/627, 9-12=-349/300, 17-18=-1680/621, 3-18=-318/434 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Extedor(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 2, 672 lb uplift at joint 10 and 838 lb uplift at joint 18. 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 sneetrock be applied directly to the bottom chord. r ® 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 MTeW 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 ANS1171711 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 January 29,2021 Job Truss Truss Type Qty Ply LOT 3312 WATERSTONE T22654057 P625269 , A2 PIGGYBACK BASE TRUSS 1 1 Job Reference o tional ounoers virstoource Imam ury, t-L), mant ury, hL - 33b6/, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:49:30 2021 Page 1 ID:6q DIOH2OVeg 1 Nkl sxoNemzyuULB-sojQgHebuulxxggQZ9dfBNgjmh9HAgm HIGzTIXzgYK3 T1-4-q 7-2-4 1111-12 21-0.0 25-8-0 31-1-13 36-2-11 42-7-8 44-0-9 4-0 7-2 4 5-9-8 8-0-4 4-8-0 5-5-13 5-0-13 6-4-13 1-4-8 3x6 = 3x6 11 6.00 12 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 TCDL 7.0 Lumber DOL 1.25 BC 0.81 BCLL 0.0 Rep Stress [nor YES WB 0.86 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 2-17: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-4-0, 17=0-3-8 Max Horz 2=376(LC 11) Max Uplift 2=-338(LC 12), 9=-701(LC 12), 17=-842(LC 12) Max Grav 2=306(LC 23), 9=1670(LC 18), 17=1919(LC 17) Scale = 1:80.5 5x6 = 5x6 = 528 629 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.2217-20 >368 240 MT20 244/190 Vert(CT)-0.5513-15 >776 180 Horz(CT) 0.09 9 n/a n/a Weight: 230 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. 'BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 5-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/379, 3-4=-273/292, 4-5=-1987/1034, 5-6=-1629/968, 6-7=-1852/995, 7-8=-2562/1181, 8-9=-2730/1224 BOT CHORD 15-16=-625/1856, 13-15=-428/1591, 11-13=-738/1983, 9-11=-944/2361 WEBS 4-16=-2270/799, 4-15=-81/279, 5-15=-132/489, 5-13=-87/372, 6-13=-218/608, 7-13=-694/432, 7-11 =-1 00/525, 8-11=-269/258, 16-17=-1885/861, 3-16=-420/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(21R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Extedor(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 lb uplift at joint 2, 701 lb uplift'at jn'nt 9 and 842 lb uplift at joint 17. 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. January 29,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 141II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 3312 WATERSTONE T22654058 t625269 > A4 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:49:33 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-H NPZIJgTBp8 Wo7Z?EIBMp01G3u7MNBYj_EC7MszgYKO T1-4-Q 6-3-0 12-10-' 21-0-0 25-8-0 28-10-0 36-1-8 42-3-8 i14-0-0 H 4-Or 6-3-0 6-7-0 8-2-0 4-8-0 3-2-0 7-3-8 6-2-0 1-8 8 5x6 = 6.00 12 5x6 = 530 631 21 3x8 = 2x4 II 13 12 11 3x6 = 3x6 II 2x4 II 2x4 = 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 FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-15: 2x4 SP No.3 WEBS 2x4 SP No.3 2x4 11 36-1-8 Scale = 1:82.4 CSI. DEFL. in floc) I/defi Ud PLATES GRIP TC 0.61 Vert(LL) -0.2315-16 >999 240 MT20 244/190 BC 0.97 Vert(CT) -0.3815-16 >999 180 WB 0.86 Horz(CT) 0.15 11 n/a n/a Matrix -AS Weight: 275 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 14-15 6-0-0 oc bracing: 7-15 WEBS 1 Row at midpt 4-16, 6-16 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size) 2=0-8-0, 21=0-3-0, 11=0-3-8 Max Horz 2=486(LC 11) Max Uplift 2=-355(LC 12), 21=-766(LC 12), 11=-739(LC 12) Max Grav 2=279(LC 18), 21=1930(LC 17), 11=1674(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/431, 3-4=-2186/1048, 4-5=-1829/990,5-6=-1570/983, 6-7=-2216/1259, 7-8=-2207/1083, 8-9=-2821/1246, 9-11 =-1 560/924 BOT CHORD 16-18=-753/2137, 15-16=-473/1639, 14-15=-986/2439, 7-15=-352/385 WEBS 3-18=-765/2147, 4-16=-489/318, 5-16=-93/545, 6-15=-457/987, 8-15=-679/385, 9-14=-969/2331, 19-21=-1894/889, 3-19=-1801/919 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Extedor(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; end vertical right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 355 lb uplift at joint 2, 766 lb uplift at jr$nt 21 and 739 lb uplift at joint 11. 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. January 29,2021 ............ _..... ------------ -- - A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent 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/TPI1 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 y LOT 33/2 WATERSTONE 7'1"YP` T22654059 C625269 r B7 HIP TRUSS Job Reference (optional) ounuais nislouutca tram'Ity, rLl, rani Uny, rL - 00001, 0.40U 5 IVov JU LULU MI I eK Ino Usines, Inc. rn Jan Le Ut5:UU:UI LUL1 rage 1 ID:6gDIDH2OVeglNklsxoNemzyuULB-Sm58Au01bQfxgRiNtAhxywSODBhrxsrrQa_cLEzgYJa 7-0-0 13-5-6 19-10.12 28-4-2 32-9-8 36.2-12 39-1-11 3 -8 0 42-11-7 46-8-0 8-0 3-9-4 3-2-12 6-5-6 6-5-6 6-5-6 6-5-6 3.5-4 2-10-15 0.6- 3-3-7 3•&9 1-40 y 5x6 = 5x8 = 2x4 II 5x6 = 4x6 = 6.00 12 5x8 = 4 27 28 5 29 30 31 32 336 34 35 36 737 38 39 40 41 842 43 44 9 2x4 3 1.5x8 STP = 1 2 0 20 45 46 19 111? 48 49 4x6 = 3x8 = 3x8 MT20HS = 2x4 II 5017 51 52 53 5416 55 56 57 15 5x8 = 46 = 3x6 II Scale = 1:84.8 2x4 10 M 1.5x8 STP = o o � N 11 12 Iq , 0 3.50112 46 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.72 BC 0.98 WB 0.84 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.29 17-19 >999 240 -0.44 17-19 >914 180 0.10 15 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 470 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-3-0, 11=0-8-0 Max Horz 2=-154(LC 6) Max Uplift 2=-1001(LC 8), 15=-1453(LC 8), 11=-403(LC 8) Max Grav 2=2307(LC 1), 15=3691(LC 1), 11=814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4560/1833, 3-4=-4415/1765, 4-5=-3994/1646, 5-6=-5495/2330, 6-7=-5518/2348, 7-8=-3760/1653, 8-9=-144/468, 9-10=-2146/684, 10-11=-2329/872 BOT CHORD 2-20=-1510/4029, 19-20=-2097/5559, 17-19=-2097/5559, 16-17=-1447/3826, 14-15=-3466/1410, 8-14=-2638/1271, 13-14=-456/2266, 11-13=-678/2220 WEBS 3-20=-261/140, 4-20=-419/1479, 5-20=-1797/797, 5-19=01462, 6-17=-642/503, 7-17=-752/1933, 7-16=-1606/914, 8-16=-1691/4400, 9-13=-98/1132, 10-13=-463/219, 9-14=-2804/772 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 -1 raw at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-8-0 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; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) AM plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) 43earing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001 lb uplift at joint 2, 1453 lb uplift at joint 15 and 403 lb uplift at joint 11. Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 M!Tek* 6904 Parke East Blvd. Tampa, FL 36610 January 29,2021 Job Truss Truss Type Qty Ply LOT 33/2 WATERSTONE T22654059 2625269 ) B7 HIP TRUSS 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek'.Industries, Inc. Fri Jan 29 08:50:01 2021 Page 2 ID:6gDIOH2OVeglNklsxoNemzyuULB-Sm58AuO1bQfX9RiNtAhxywSODBhrxsrrQa_cLEzgYJa NbTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 100 Ib,up at 7-0-0, 87 lb down and 108 lb, up at 9-0-12, 87 lb down and 108 lb up at 11-0-12, 87 Ito down and 108 lb up at 13-0-12, 87 lb down and 108 lb up at 15-0-12, 87 lb down and 108 Ill up at 17-0-12, 87 lb down and 108 lb up at 19-0-12, 87 lb down and 108 lb up at 21-0-12, 87 lb down and 108 Ill up at 23-0-12, 87 lb down and 108 lb up at 23-7-4, 87 lb down and 108 lb, up at 25-7-4, 87 lb down and 108 lb up at 27-7-4, 87 lb down and 108 lb up at 29-7-4, 87 lb down and 108 lb up at 31-7-4, 115 lb down and 118 lb up at 35-7-4, and 115 Ill down and 118 lb up at 37-7-4, and 179 lb down and 198 lb up at 39-8-0 on top chord, and 364 lb down and 85 lb up at 7-0-0, 65 lb down at 9-0-12, 65 Ill down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 23-0-12, 65 Ill down at 23-7-4, 65 lb down at 25-7-4, 65 lb down at 27-7-4, 65 lb down at 29-7-4, 65 lb down at 31-7-4, 121 Ill down and 113 lb up at 33-7-8, 83 lb down at 35-7-4, and 83 lb down at 37-7-4, and 424 lb down and 72 lb up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 15-21=-20, 13-14=-20, 13-24=-20 Concentrated Loads (lb) Vert: 4=-125(F) 15=-121(F) 20=-364(F) 9=-179(F) 27=-87(F) 28=-87(F) 29=-87(F) 30=-87(F) 31=-87(F) 33=-87(F) 34=-87(F) 35=-87(F) 36=-87(F) 37=-87(F) 38=-87(F) 40=-87(F) 41=-87(F) 43=-115(F) 44=-115(F) 45=-40(F) 46=-40(F) 47=40(F) 48=-40(F) 49=-40(F) 50=-40(F) 51=-40(F) 52=-40(F) 53=-40(F) 54=-40(F) 55=-40(F) 56=-40(F) 57=-40(F) 58=-61(F) 59=-61(F) 60=-424(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1012020 BEFORE USE. ' Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent 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 LOT 33/2 WATERSTONE T22654060 2625269 b B9 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:05 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuU LB-LXKfOF3YfeAzd2096Omt6mdlZo4xtfzRLCypU?zgYJ W 1 -4- 4-9.4 9-0-0 17-0-1 25-6-2 33-9-4 37-8-0 41-11-7 46-8-0 8-0- -4-0 4-9-4 4-2-12 8-3-1 8 3-1 8-3-2 3-10-12 4-3-7 4-8-9 4-0 6.00 FIT 4x6 = 5x6 = 5x8 = 5x6 = 27 28 5 29 6 30 3x4 = 5x6 = 731 8 19 18 17 16 15 14 3x8 = 3x8 = 3x8 = 3x6 = 2x4 11 17-3-1 25-6-2 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 FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-14: 2x4 SP No.3 WEBS 2x4 SP No.3 6x8 = 3.50112 46 zzz Scale = 1:84.8 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.57 Vert(LL) 0.22 17 >999 240 MT20 244/190 BC 0.84 Vert(CT)-0.3315-17 >999 180 WB 0.89 Horz(CT) 0.11 14 n/a n/a Matrix -AS Weight: 235 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-19, 5-15, 6-14 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 14=0-3-0 Max Horz 2=191(LC 11) Max Uplift 2=-664(LC 12), 10=-335(LC 12), 14=-748(LC 12) Max Grav 2=1297(LC 21), 10=525(LC 18), 14=1808(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2311/1279, 3-4=-2067/1121, 4-5=-1824/1080, 5-6=-1646/1028, 8-9=-746/383, 9-1 0=-1 215/771 BOT CHORD 2-19=-1003/2041, 17-19=-1029/2306, 15-17=-1029/2306, 14-15=-696/1629, 13-14=-761/437, 7-13=-370/325, 12-13=-42/324, 10-12=-612/1090 WEBS 3-19=-316/297, 4-19=-182/600, 5-19=-650/315, 5-17=0/313, 5-15=-761/378, 6-15=-83/609, 6-14=-1973/927, 8-13=-629/298, 8-12=-128/533, 9-12=-457/473 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 37-8-0, Exterior(21R) 37-8-0 to 41-10-15, Interior(1) 41-10-15 to 48-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) P%vide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 2, 335 lb uplift at joint 10 and 748 lb uplift at joint 14. 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. January 29,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 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 ivi iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3312 WATERSTONE T22654061 2625269 ) B11 HIP TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30,2020 MiTek Industries, Inc. Fri Jan 29 08:49:35 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-DmWJj?ijjROD1 RjOLiDquRNeYirur3COSXhERlzgYK_ 1-4-0 5-14 11-0.0 18-3.3 25-6-5 339-4 35-8.0 39-1-11 0.10-942-8-5 46-8-0 -0-0 5.9-4 5-2-12 7-33 7-33 8-2-15 -10.12 35-11 1-8.131-9-12 311-11 5x8 = 6.00 12 2x4 11 5x8 = 3x4 11 51(6 = 28 29 30 5 6 31 32 7 8 2x4 11 3x8 MT20HS = 3x8 = 2x4 11 6x8 = 4x6 4x6 = 3x6 = 3.50 12 3x8 = 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 FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 Scale = 1:84.6 cr _o TP = 1 0 10 1q N a CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.48 Vert(LL) -0.1916-18 >999 240 MT2Q 244/190 BC 0.84 Vert(CT) -0.3316-18 >999 180 MT20HS 187/143 WB 0.98 Horz(CT) 0.10 13 n/a n/a Matrix -AS Weight: 245 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=223(LC 11) Max Uplift 10=-225(LC 12), 2=-662(LC 12), 13=-761(LC 12) Max Grav 10=552(LC 18), 2=1528(LC 17), 13=2024(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2729/1217, 3-4=-2215/1065, 4-5=-2138/1139, 5-6=-2138/1139, 8-9=-1013/494, 9-10=-1390/748 BOT CHORD 2-19=-1006/2544, 18-19=-1006/2544, 16-18=-707/2041, 14-16=-557/1601, 13-14=-559/1592, 12-13=-820/455, 7-12=-369/313, 10-11=-615/1269 WEBS 3-18=-590/343, 4-18=-89/540, 4-16=-152/379, 5-16=-420/375, 6-16=-324/769, 6-14=0/421, 6-13=-2025/809, 8-12=-498/237, 9-11=-428/428, 8-11=-350/1016 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 35-7-9, Exterior(21R) 35-7-9 to 39-10-8, Interior(1) 39-10-8 to 46-8-0 zone•C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss,has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint 10, 662 lb uplift at joint 2 and 761 lb uplift at joint 13. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum *5heetrock be applied directly to the bottom chord. January 29,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511812020 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 ANS117PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 33/2 WATERSTONE T22654062 C625269 k B13 Hip 1 1 Job Reference (opt Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek'Industries, Inc. Fri Jan 29 08:49:36 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuU LB-hy4iwLiLUkW4fb IavQk4RewoK6EYaaP9g BQnyBzgYJz 11-4-Q 6-9-4 13-0-0 19-11-4 26-8-12 33.8-0 39-1-11 46.8-0 i-4-0 6-9.4 6-2-12 6-111 6-9-8 6-11-0 5-5-11 7-6-5 6.00 FIT 5x8 = 5x6 3x8 = 10x16 MT20HS = 4 27 28 29 5 6 3031 32 7 Scale=1:86.2 T o_ e5 TP = d 9 M N I< 0 18 lr 16 30 10 14 S0 13 12 3x8 MT20HS = 3x6 = 3x8 3x8 = 3x6 = 3x8 MT20HS 11 4x6 4x6 = 2x4 II 3.50 12 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 Cade FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 19-11-4. 26-8-12 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.54 Vert(LL) -0.1514-16 >999 240 MT20 244/190 BC 0.69 Vert(CT) -0.2614-16 >999 180 MT20HS 187/143 WB 0.73 Horz(CT) 0.07 12 n/a n/a Matrix -AS Weight: 258 lb FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14. 6-11 REACTIONS. (size) 9=0-8-0, 2=0-8-0, 12=0-3-8 Max Horz 2=260(LC 11) Max Uplift 9=-155(LC 12), 2=-636(LC 12), 12=-858(LC 12) Max Grav 9=375(LC 18), 2=1476(LC 17), 12=2262(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2558/1131, 3-4=-1913/948, 4-5=-1577/913, 5-6=-1577/913, 6-7=-73/646, 7-8=-184/752, 8-9=-392/205 BOT CHORD 2-18=-914/2412, 16-18=-916/2407, 14-16=-555/1774, 13-14=-261/975, 11-12=-2153/1021, 7-11=-570/359, 10-11 =-1 62/263, 9-1 0=-1 72/345 WEBS 3-18=0/268, 3-16=-738/415, 4-16=-118/619, 5-14=-391/349, 6-14=-398/963, 11 -1 3=-284/991, 6-11 =-1 832/824, 8-11 =-1 009/536, 8-10=0/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 33-8-0, Exterior(2R) 33-8-0 to 37-10-15, Interior(1) 37-10-15 to 46-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 7 = 16% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 9, 636 lb uplift at joint 2 and 858 lb uplift at joint 12. 11)'This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 29,2021 ®WARNING •Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p e' building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing �y1IT®1(* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and 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 LOT 3312 WATERSTONE T22654063 2625269 B15 HIP TRUSS 1 1 Job Reference (optional) Benders First5ource (Plant City, FL), Plant Cary, FL - 33567, 8.430 s Nov 30 2020 MI I ek Industries, Inc, rn Jan 29 08:49:39 202i rage i ID:6gDIOH2OVegl NklsxoNemzyuULB-6XmgZMIEmfufW209aYIn3HYILJAgnwTcN9fRZWzgYJw r1-4-0, 5-2-12 8-8-8 15-1 23-4-0 31-8-0 35-2-9 41-5-0 1-4-0 5-2-12 3-5-12 6-3-8 8-4-0 8-4-0 3-6-9 6-2-8 Scale = 1:76.5 6.00 15x8 2 = 5x8 = 5x8 = 5 28 6 29 30 31 7 2x4 4/ 5x6 i 8 32 27 4X6 4 g 4X6 2x4 \\ rt 0 3 10 n 1.5x8 STP = I 26 "0' 6 15 13 3511 N m 2 3x4 = 34 14 12 0 1 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 4x12 I 33 8-11-0 18 17 3x6 = 6x8 = 5-2-12 8-8-8 6- -0 15-0-0 23-4-0 31-8-0 41-5-0 5-2-12 3-5-12 0- -8 6-1-0 - 8-4-0 8-4-0 9-9-0 Plate Offsets (X,Y)-- [4:0-3-0,0-3-01, [5:0-6-0 0-2-8j, [6:0-4-0,0-3-0), [7:0-6-0,0-2-8), [1.0:0-7-12,Edge], [18:0-3-8,0-3-0). LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Vert(LL) 0.26 18-25 >408 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.31 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 220 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: 4-18: 2x4 SP No.3 3-8-0 oc bracing: 16-18 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 A 3-6-10 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 18=0-3-0 Max Horz 2=249(LC 11) Max Uplift 10=-549(LC 12), 2=-418(LC 12), 18=-841(LC 12) Max Grav 10=1428(LC 18), 2=407(LC 23), 18=1787(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/362, 3-4=-126/278, 4-5=-1510/821, 5-6=-2081/1152, 6-7=-2081/1152, 7-8=-2019/1017, 8-10=-2125/1059 BOT CHORD 2-18=-419/268, 16-18=-1588/610, 4-16=-1490/641, 13-15=-521/1332, 11-13=-679/1752, 10-11=-813/1819 WEBS 4-15=-388/1413, 5-15=-258/230, 5-13=-417/982, 6-13=-510/450, 7-13=-222/472, 7-11 =-26/411, 3-1 8=-276/348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Extedor(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 31-8-0, Extedor(2R) 31-8-0 to 35-10-15, Interior(1) 35-10-15 to 41-5-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 10, 418 lb uplift at joint 2 and 841 lb uplift at joint 18. 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. January 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITeI(• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Qualify Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety /nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 33/2 WATERSTONE T22654064 2625269 � 817 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:49:51 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-IrUN4TumyLPyyuxSH4WbYp2LU9LWbNPN7lZ4_pzgYJk .1 55-2-12 8-11-0 17-0-0 23-4-0 29-8-0 36-1-2 41-5-0 1-4-0 5-2-12 3-8-5 8-1-0 6-4-0 6-4-0 6-5-2 5-3-14 11 Scale = 1:79.1 3x6 i 6x8 = 5-2-12 8-8-0 8-11-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Sx8 = 6.00 12 2x4 11 5x8 = 5 24 6 25 26 27 7 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020fTP12014 Jxe — CSI., DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.61 Vert(LL) 0.4018-21 >264 240 MT20 2441190 BC 0.72 Vert(CT) 0.2818-21 >368 180 . WB 0.64 Horz(CT) 0.04 10 n/a n/a Matrix -AS Weight: 232 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=Mechanical Max Horz 2=285(LC 11) Max Uplift 2=-373(LC 12), 18=-895(LC 12), 10=-534(LC 12) Max Grav 2=380(LC 23), 18=1810(LC 17), 10=1430(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2=3=-305/198, 3-4=-222/260, 4-5=-1580/775, 5-6=-1729/973, 6-7=-1729/973, 7-8=-1900/938, 8-9=-2206/982, 9-10=-1337/657 BOT CHORD 2-18=-251/185, 14-15=-448/1386, 12-14=-578/1590, 11-12=-809/1916, 10-11=-140/262 WEBS 4-15=-440/1374, 5-14=-271/604, 6-14=-373/309, 7-14=-78/273, 7-12=-41/444, 8-12=-376/260, 9-11=-708/1670, 16-18=-1647/744, 4-16=-1530/785, 3-18=-241/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-8-0, Exterior(21R) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 2, 895 lb uplift at joint 18 and 534 lb uplift at joint 10. 9) phis truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4478 rev. 5119/2020 BEFORE USE. Design valid for use only with MTekO 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 ANSUrP11 Quality Criteria, DSB•89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3312 WATERSTONE T22654065 2625269 r B19 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:49:55 2021 Page 1 ID:6gDIOH20Vegl NklsxoNemzyuULB-ecktvrxG7av0RWFEWvaXifC_2mhwXBQy2fXH7bzgYJg rt-0-0 5-2-12 8-10-0 B-11-0 12-11-12 19-1-0 27-8-0 34-4-12 41-5-0 �1-0 3.7-B 6.0""-12 4-0-12 6-0-4 B-B-O 6-8-12 7-0-0 6.00 12 3x6 i 6x8 = 5x6 = 5x6 23 24 7 8-11-0 5-2-12 8-9-8 B-104 19-2-0 27-8-0 34-0-12 41-5-0 5-2-12 3-6-13 0.0 12 16-1-0 8-8-0 6-e-12 1 7.0-4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC20201TPI2014 CS1. TC 0.83 BC 0.82 WB 0.64 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 17=0-3-0, 10=Mechanical Max Horz 2=322(LC 11) Max Uplift 2=-395(LC 12), 17=-867(LC 12), 10=-540(LC 12) Max Grav 2=395(LC 23), 17=1796(LC 17), 10=1424(LC 18) DEFL. in (loc) I/deft L/d Vert(LL) 0.39 17-20 >271 240 Vert(CT)-0.6214-15 >628 180 Horz(CT) 0.05 10 n/a n/a Scale = 1:79.2 PLATES GRIP MT20 244/190 Weight: 229 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 6-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-352/251, 3-4=-252/282, 5-6=-15571835, 6-7=-1529/922, 7-8=-1754/932, 8-9=-2196/1002, 9-1 0=-1 299/681 BOT CHORD 2-17=-329/235, 14-15=-493/1133, 12-14=-445/1408, 11-12=-793/1884, 10-11=-221/426 WEBS 5-15=-1692/751, 5-14=0/444,6-14=0/317, 6-12=-124/279, 7-12=-20/397, 8-12=-527/322, 9-11=-611/1466,15-17=-1587/653,3-17=-304/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 19-0-0, Extedor(21R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Extedor(2R) 27-8-0 to 31-10-15, Interior(1) 31-10-15 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 Ib uplift at joint 2, 867 lb uplift at joint 17 and 540 Ib uplift at joint 10. 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. January 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE, USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3312 WATERSTONE T22654066 2625269 . B21 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:49:57 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-a_reKWzWXB96ggPceKc?n41MUZLf?15FVz00 BTzgYJe i1-A , 5-2-12 8-10-4 8-11-0 12-11-12 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 1-4-0 5-2-12 3-7-8 0-0-12 4-0-12 8-0-4 4-8-0 5-5-13 5-0-13 6-4-13 3x6 i 6x8 = 17-6-9 5x6 = 5x6 = 6.00 12 627 728 Scale = 1:77.4 P= 10 I 0 6 d N LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.64 BC 0.93 WB 0.95 Matrix -AS DEFL. Vert(LL) Vert(CT) HOrz(CT) in (loc) Ildefl Ud 0.38 18-21 >272 240 0.27 18-21 >382 180 0.07 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 232 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 midpt 5-16, 6-15 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-0 Max Horz 2=371(LC 11) Max Uplift 2=-414(LC 12), 10=-565(LC 12), 18=-869(LC 12) Max Grav 2=394(LC 23), 10=1512(LC 18), 18=1874(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/296, 3-4=-300/336, 4-5=-264/317, 5-6=-1633/888, 6-7==1506/933, 7-8=-17131956, 8-9=-2552/1193, 9-10=-2742/1254 BOT CHORD 2-18=-332/239, 15-16=-527/1258, 13-15=-417/1391, 11-13=-748/1914, 10-11=-1009/2405 WEBS 5-16=-1893/819,5-15=0/400, 6-13=-B4/407, 7-13=-1961521,8-13=-764/451, 8-11 =-1 68/667, 9-11=-358/328, 16-18=-1660/648, 3-18=-314/430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Extedor(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 42-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 2, 565 lb uplift at joint 10 and 869 lb uplift at joint 18. 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. January 29,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 611912020 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 MO.' 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, DSE-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3312 WATERSTONE T22654067 P625269 * C1 JACK -OPEN TRUSS 15 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:06 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-pju1 Db4AQylgFCbLgjH6fzA?cCdgcJBaashNOSzgYJV 0-1 -4 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-3(LC 1), 2=-194(LC 12), 4=-15(LC 1) Max Grav 3=21(LC 12), 2=158(LC 1), 4=45(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. M CP O N N 0 DEFL, in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.00 5 >999 240 - MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 3 lb uplift at joint 3, 194 lb uplift at joint 2 and 15 lb uplift at joint 4. January 29,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND'INCLl1DED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3312 WATERSTONE T22654068 •2625269 # C1S JACK -OPEN TRUSS 1 1 Job Reference o lional builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:07 2021 Page 1 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-HwSQRx4oAGQhtM9XDRoLBBiDLbzRLmQjpWRwYuzgYJU 0-11-4 0-11-4 Scale = 1:6.9 2x4 = 1.5x8 STP = Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >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(rP12014 Matrix-P Weight: 3 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP ND.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical, 2=Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-6(LC 12), 2=-27(LC 12) Max Grav 1=32(LC 1), 3=17(LC 3), 2=27(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable 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 2-0-01 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 6 lb uplift at joint 1 and 27 lb uplift at joint 2. January 29,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSIfrP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 33/2 WATERSTONE T22654069 2625269 . C1 V JACK -OPEN TRUSS 2 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:08 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-I60oeH5QxZYYUWkjn8JakOFL6?J94Dgt1AAU4KzgYJT -1-4-0 0-11-4 1.4-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL 7.0 LumberDOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER= TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-4(LC 9). 2=-178(LC 12), 4=-14(LC 1) Max Grav 3=15(LC 12), 2=158(LC 1), 4=35(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(CT) 0.00 7 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces 8, 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 atjoint(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) oftruss to bearing plate capable ofwithstanding 4 lb uplift atjoint 3, 178 lb uplift atjoint 2 and 14 lb uplift at joint 4. January 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1.0/2020 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 Wth possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS111I ll 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 I2625269 , IC3 Builders FirstSource (Plant Citv. ss Truss Type Fly Ply LOT 33/2 WATERSTONE JACK -OPEN TRUSS T22654070 1 Job Reference (opticnal FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:08 2 221 Pagel ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-160ceH5QxZYYUWkjn8JakOFL6?104Dgt1AAU4KzgYJT -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 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 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=132(LC 12) Max Uplift 3=-52(LC 12), 2=-154(LC 12) Max Grav 3=68(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 52 lb uplift atjoint 3 and 154 lb uplift at joint 2. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCS/ Building Component Saletylnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 wr MiTek' 6904 Parke East Blvd. Tampa, FL 36610 January 29,2021 ob Truss Truss Type Qty Job Referenceo (optional) Ply LOT 33/2 WATERSTONE JACK -OPEN TRUSS 1 1 625269 C3S T22654071 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:09 2021 Paoe 1 2-11-4 iu.ar 1urwrvuvHrro4aovpJIuypvsU-ulaAsdb2itgP6gJwLrgpGcnXyPdKpgwOGgw1dnzqYJS 2-11-4 Scale: 1 "=1' 3 2x4 = 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 TCDL Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 3-6 >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/TPI2014 Matrix -MP Weight: 9 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=77(LC 12) Max Uplift 1=-27(LC 12), 2=-65(LC 12), 3=-3(LC 12) Max Grav 1=106(LC 17), 2=76(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; 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 jive load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1, 65 lb uplift at joint 2 and 3 lb uplift at joint 3. January 29.2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not u 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 ANS//TP/1 Quality Criteria, OSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 ob FC3V ss Truss Type Qly Ply LOT 3312 WATERSTONE 625269T2265407: JACK -OPEN TRUSS 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:09 2021 Page 1 -1-4-0 �•w� 2-1-4 11-4ou111m l�xui.r;rricyuuLm-uiaHsabzllgrrigJwl-rgp(3cnwsPeCpgwOGgwldnzgYJS ' 1-4-0 2-11.4 0 3x4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 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 FBC2020rrPI2014 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 pur ins. 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 Holz 2=132(LC 12) Max Uplift 3=-57(LC 12), 2=-145(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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 57 lb uplift at joint 3 and 145 lb uplift at joint 2. January 29.2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 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 ANSIITPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Truss JACK -OPEN TRUSS 33/2 T22654073 Job Trt 2625269, C5 Builders FirstSource (Plant City, LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:10 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-hV8Y3z7gTBoGkpu6vZL2ppKdSpviY7AAVUfa9DzgYJR -14-0 4-11-4 1-4-0 4-114 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 3x4 = Scale=1:17.6 N 4? N CSI. DEFL. in (loc) I/den Ud PLATES GRIP TC 0.50 Vert(LL) 0.06 4-7 >987 240 MT20 244/190 BC 0.42 Vert(CT) -0.06 4-7 >970 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix -AS Weight: 18 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 12) Max Uplift 3=-107(LC12), 2=-162(LC 12) Max Gram 3=129(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EXtedof(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone;C-C for members and forces 8 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 107 lb uplift at joint 3 and 162 lb uplift at joint 2. 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. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17TP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain.Highway, Suite 203 Waldorf, MD 20601 OF MiTek' 6904 Parke East Blvd. Tampa, FL 36610 January 29,2021 yl,. City Ply LOT 33/2 WATERSTONE 2625269 C5V JACK -OPEN TRUSS 2 1 T22654074 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:14 2021 Pagel ID:6gDIOH20Veg1NklsxoNemzyuULB-aGN3vKABXPIhDRCt8PQ_zfVHIQF Ux91Q6eol_zgYJN -1-4-0 4-11-4 1-4-0 4-11-4 Scale = 1:17.6 3x4 c.v-r- w,U-V-o - LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.54 BC 0.46 Vert(LL) 0.07 Vert(CT) -0.06 4-7 >891 240 4-7 >930 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0:01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 12) Max Uplift 3=-113(LC 12), 2=-155(LC 12) Max Grav 3=131(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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 113 lb uplift at joint 3 and 155 lb uplift at joint 2. 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. January 29,2021 ®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 loran individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and BCSI Building Component Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 t cuss Truss Type Qty Ply LOT 33/2 WATERSTONE 2625269 �D7 HALF HIP TRUSS T22654075 1 n ADAMS 2265 A 3 CAR Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, L Job Reference(.Pt,. o tional 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:29 2021 Pagel ID:6gDIOH2OVeglNklsxoNemzyuULB-e8nk2TLb7OBZWkrmW2BV4gcloTl2VZBzsxm5KczgYJ8 1.4-0 7l 0 14-1-12 21-1-12 28-1-12 35-1-12 1.4-0 7-0-0 7-1-12 1-0-0 42-3-8 7-0-0 7-0-0 7-1-12 Scale = 1:73.7 5x8 = 2x4 II 5x6 = 3x4 = 5x6 = 5x6 = 6.00 12 3 18 19 20 21 422 23 24 25 5 26 27 on 6 — on o 7 -- 3t 38 39 " 40 41 42 - 43 44 45 11 46 47 48 10 49 50 51 9 3x6 = 2x4 I I 6xl2 MT20HS = 3x4 = 5x6 = 5x6 = 3x6 11 21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) TCDL 7.0 LumberDOL 1.25 BC 0.81 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) BCDL 10.0 Code FBC2020frP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-5: 2x4 SP M 31, 5-7: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 'Except' 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except' 3-13,5-13,6-12,7-11,8-10: 2x4 SP No.2 REACTIONS. (size) 9=0-3-8, 2=0-8-0 Max Horz 2=243(LC 8) Max Uplift 9=-1770(LC 8), 2=-1601(LC 8) Max Grav 9=3064(LC 1), 2=2909(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5818/3083, 3-4=-8009/4436, 4-5=-8040/4466, 5-6=-8903/4933, 6-7=-7819/4331, 7-8=-4967/2751, 8-9=-2933/1823 BOT CHORD 2-14=-2830/5130, 13-14=-2831/5152, 12-13=-4933/8903, 11-12=-4370/7867, 10-11=-2815/5057 WEBS 3-14=-40/698, 3-13=-1800/3205, 4-13=-737/732, 5-13=-964/528, 5-12=-243/437, 6-12=-632/1162, 6-11=-1189/942, 7-11=-171713125, 7-10=-2199/1540, 8-10=-3036/5483 in (loc) I/deft Ud PLATES GRIP 0.67 12 >760 240 MT20 244/190 -0.8311-12 >612 180 MT20HS 187/143 0.17 9 n/a n/a Weight: 428 lb FT = 20 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 6-1-5 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section: Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6)'Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1770 lb uplift at joint 9 and 1601 lb uplift at joint 2. Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/10/2020 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the over building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing m is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component Safe fyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 January 29,2021 Type 2625269 , D7 HALF HIP TRUSS 1 � ADAMS 2265 A 3 CAR T22654075 Job Reference (bptlonal) Builders FlrstSource (Plant City, FL), Plant City, FL 33567, 8.430 s Nov 30 2020 MITek Industries, Inc. Fri Jan 29 08:50:29 2021 Page 2 'NOTES- ID:6gDIOH2OVeglNklsxoNemzyuULB-e8nk2TLb?OBZWkrmW2BV4gcloTl2VZBzsxm5KczgYJ8 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 158 lb up at 7-0-0, 87 lb down and 164 lb up at 9-0-12, 87 lb down and 164 lb up at 11-0-12, 87 lb down and 164 lb up at 13-0-12, 87 lb down and 164 Ito up at 15-0-12, 87 lb down and 164 lb up at 17-0-12, 87 lb down and 164 lb up at 19-0-12, 87 lb down and 164 lb up at 21-0-12, 87 Ito down and 164 lb up at 23-0-12, 87 lb down and 164 lb up at 25-0-12, 87 lb down and 164 lb up at 27-0-12, 87 lb down and 164 lb up at 29-0-12, 87 Ito down and 164 lb up at 31-0-12, 87 lb down and 164 lb up at 33-0-12, 87 lb down and 164 lb up at 35-0-12, 87 lb down and 164 lb up at 37-0-12, 87 lb down and 164 lb up at 39-0-12, and 87 lb down and 164 lb up at 41-0-12, and 142 lb down and 150 lb up at 42-1-12 on top chord, and 346 lb down and 153 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 Ib down at 17-0-12, 65 lb down at 19-0-12, 65 Ib down at 21-0-12, 65 lb down at 23-0-12, 65 lb down at 25-0-12, 65 lb down at 27-0-12, 65 lb down at 29-0-12, 65 lb down at 31-0-12, 65 lb down at 33-0-12, 65 Ito down at 35-0-12, 65 lb down at 37-0-12, and 65 lb down at 39-0-12, and 65 lb down at 41-0-12 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: 1-3=-54, 3-8=-54, 9-15=-20 Concentrated Loads (lb) Vert: 3=-138(B) 8=-142(B)14=-346(B) 5=-87(B)12=-40(B) 7=-87(B)10=-40(B) 18=-87(B) 19=-87(B) 21=-87(B) 23=-87(B) 24=-87(B) 25=-87(B) 26=-87(B) 27=-87(B) 28=-87(B) 30=-87(B) 31=-87(B) 32=-87(B) 34=-87(B) 35=-87(B) 36=-87(B) 37=-40(B) 38=-40(B) 39=-40(B) 40=-40(B) 41=-40(B) 42=-40(B) 43=-40(B) 44=-40(B) 45=-40(B) 46=-40(B) 47=-40(B) 48=-40(B) 49=-40(B) 50=-40(B) 51=-40(B) WARNING - Vedesl n ' qfY g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTeW connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN 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 Truss Truss Type Qty Ply LOT 3312 WATERSTONE F2625269. D9 Half Hip Truss 15 1 T22654076 Builders FirstSource (Plant City FL) Plant r t FL - 33567 Job Reference (optional) y 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:31 2021 Page 1 ID:6gD10H20Veg1NklsxoNemzyuULB-aXvUT8NrXeRH12?8dTEz9Fi8HHwmzO_FKFFBOVzgYJ6 1-4-0 4-4-9 9-0-0 17-4-12 25-7-12 33-10-12 42-3-8 1-4-0 4-7-7 B-4-12 8-3-0 8-3-0 8-4-12 42-3-8 6.00 12 4x6 = 5x6 = 21 22 23 5x8 = Scale = 1:73.7 5x6 = 5x8 = 5x6 = 6 24 25 7 28 97 8 ,,. 14 io 12 11 t0 9 3x8 = 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 Cade FBC2020/TPI2014' LUMBER - TOP CHORD 2x4 SP No.2 `Except* 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 5-15,6-13,7-12,8-10: 2x4 SP No.2 REACTIONS. (size) 9=0-3-8, 2=0-8-0 Max Horz 2=297(LC 12) Max Uplift 9=-711(LC 12), 2=-787(LC 12) Max Grav 9=1558(LC 1), 2=1633(LC 1) 3x8 MT20HS = 3x4 = 3x6 = 3x6 = 5x6 = 46 11 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.74 Vert(LL) 0.4812-13 >999 240 MT20 244/190 BC 0.99 Vert(CT) -0.71 12-13 >716 180 MT20HS 187/143 WB 0.99 Horz(CT) 0.17 9 n/a n/a Matrix -AS Weight: 223 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-9, 5-15, 6-13, 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3051/1567, 3-4=-2812/1407, 4-5=-2502/1346, 5-6=-3582/1846, 6-7=-3504/1753, 7-8=-2361/1175, 8-9=-1479/837 BOT CHORD 2-15=-1596/2701, 13-15=-1846/3582, 12-13=-1766/3519, 10-12=-1198/2397 WEBS 4-15=-291/882, 5-15=-1318/583, 5-13=0/300, 6-12=-458/411, 7-12=-643/1270, 7-10=-11081747, 8-1 0=-1 313/2640, 3-15=-308/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) 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 chard and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 711 lb uplift at joint 9 and 787 lb uplift at joint 2. 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. January 29,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLubED 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 ANSUTP/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 LOT 33/2 WATERSTONE 2625269 . D11 Half Hip Truss 1 1 T22654077 Builders FirstSource (Plant City FL) Plant Cit FL - 33567 Job Reference o tional r7 9 y 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:16 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-WeVpKOBR31YPSkMGFgSS34aYfEwfyc72tQ7vMtzgYJL 1-4-0 7-7-5 11-0-0 18-11-10 26-7-12 34-3-14 42-3-8 1-4-0 7-7-5 3-4-11 7-11-10 7-8-2 7-8-2 7-11-10 5x6 = 3x4 = 5x6 = 3x6 = 3x4 II ee 4 20 21 22 5 6 23 24 725 9a 8 3x6 - 3x8 = 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 FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=351(LC 12) Max Uplift 2=-781(LC 12), 9=-718(LC 12) Max Grav 2=1920(LC 17), 9=1795(LC 17) 4x6 = Scale=1:75.1 0 __ .. .., .... 9 3x4 = 3x8 MT20HS = 3x6 = 5x8 11 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.83 Vert(LL) -0.36 12-14 >999 240 MT20 244/190 BC 0.58 Vert(CT) -0.6314-17 >804 180 MT20HS 187/143 WB 0.99 Horz(CT) 0.14 9 n/a n/a Matrix -AS Weight: 220 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 5-14 2 Rows at 1/3 pis 7-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3382/1459, 3-4=-3141/1367, 4-5=-2798/1274, 5-6=-3494/1502, 6-7=-2603/1076 BOT CHORD 2-14=-1512/3042, 12-14=-1586/3456, 10-12=-1447/3203, 9-10=-957/2111 WEBS 3-14=-397/356, 4-14=-359/1175, 5-14=-910/398, 6-12=-86/428, 6-10=-880/549, 7-10=-291/1196, 7-9=-2527/1159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible far verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 718 lb uplift at joint 9. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSl7TP/i Quality Criteria, DSB-89 and SCSI Building Component Blvd. Tampa, 6904 Parke Easte East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2060136610 3b Truss Truss Type City Ply LOT 33/2 WATERSTONE 325269 D13 T2265407l Hip Truss 1 1 Job Reference o (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:18 2021 Page 1 "v-9 i rvrt 1Jxu1Ntl1[1zyDULl3-0 I DaKIUIDeotn2VtNEV W8VfuB1XL0YSLLkc?RIzgYJJ 1-4- 7-7-5 11-2-0 13-0-0 20-11-0 28-10-0 33-8-0 38-1-13 42-3-8 1-4-0 7-7-5 3-6-11 1-10-0 7-11-0 7-11-0 4-10-0 4-5-13 4-1-11 6.00 12 5x6 = 5x6 = 4x6 = 5x8 = 2x4 11 5 26 27 6 28 7 2930 8 Scale = 1:76.4 14 13 12 11 3x6 = 5x6 = 2x4 II 2x4 II 5x8 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.49 16-17 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.82 Vert(CT) -0.82 16-17 >614 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0,33 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except` WEBS 17-20: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=219(LC 11) Max Uplift 2=-784(LC 12), 11=-689(LC 12) Max Grav 2=1654(LC 1). 11=1579(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3031/1484, 3-4=-4117/2100, 4-5=-4054/2129, 5-6=-3762/1988, 6-7=-3762/1988, 7-8=-3335/1792, 8-9=-1923/1056 BOT CHORD 2-20=-1340/2643, 16-17=-1484/3147, 15-16=-1557/3376, 7-15=-617/433, 11-12=-683/1329 WEBS 3-20=-1388/802, 17-20=-1480/3028, 3-17=-439/1117, 5-17=-568/1273, 5-16=-305/870, 6-16=-463/422, 7-16=-225/526, 12-15=-765/1798, 8-15=-1102/2302, 8-12=-953/494, 9-12=-80/529, 9-11 =-1 853/1007 PLATES GRIP MT20 244/190 Weight: 253 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 17-19, 13-15 1 Row at micipt 9-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 33-8-0, Exterior(21R) 33-8-0 to 38-1-13, Interior(1) 38-1-13 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 784 lb uplift at joint 2 and 689 lb uplift at joint 11. 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. January 29,2021 ---—.-...--- ---- — --- — --- — - ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 5/1fi'2020 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not OF 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 Mire_ k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP/1 Quality Criteria, DSB-89 and BCS/ Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Qty I Ply I LOT ,2625269 , ID15 T22654079 Hip Truss 1 1 Builders FirstSource (Plant City FL) Plant Clty, FL 33567, Job Reference (optional) 8.430 s Nov 30 2020 MITek Industries, Inc. Fri Jan 29 08:50:20 2021 Page 1 ID:6gDlOH2OVeg1 NklsxoNemzyuULB-PQkK90Ey7F3rxMfl UfXODwIFfrBhuRxeo256WezgYJH 1-4- 6-1-0 11-2-0 15-M 22-9-11 28-10-0 31-8-0 36-9-13 42-0-8 1-4-0 6-1-0 5-1-0 3.10-0 7-9-11 6-0-5 i 2-10-0 5-1-13 5-5-11 5x6 = Scale = 1:78.9 6.00 FIT 5x6 = 2x4 II 6x8 = 5 25 6 26 7 27 8 -- 14 13 12 — 11 3x6 = 5xB = 2x4 11 3x4 11 5x12 = 14-5-8 6x12 MT OHS = -8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.77 BC 0.95 WB 0.94 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.47 15-16 >999 240 -0.84 15-16 >605 180 0.34 11 n/a n/a PLATES MT20 MT20HS Weight: 262 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' Structural wood sheathing directly applied, except end verticals. BOT CHORD 2-18: 2x4 SP No.2, 4-19,7-13: 2x4 SP No.3 Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except` 6-0-0 oc bracing: 13-15 17-20,10-11: 2x4 SP No.2 WEBS 10-0-0 oc bracing: 17-19 1 Row at midpt 6-15, 8-12, 9-11 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=256(LC 11) Max Uplift 2=-784(LC 12). 11=-689(LC 12) Max Grav 2=1957(LC 17), 11=1845(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3653/1508, 3-4=-4950/2092, 4-5=-4992/2222, 5-6=-3533/1617, 6-7=-2990/1461, 7-8=-2961/1453, 8-9=-2242/1085 BOT CHORD 2-20=-1383/3391, 4-17=-246/269, 16-17=-1277/3358, 15-16=-1395/3546, 11-12=-753/1669 WEBS 3-20=-1163/609, 17-20=-1455/3619, 3-17=-370/1113, 5-17=-803/1997, 5-16=-62/583, 6-15=-681/340, 12-15=-809/2516, 8-15=-1008/2510, 8-12=-1458/617, 9-12=-4/480, 9-11=-2077/1034 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 31-8-0, Exterior(21R) 31-8-0 to 35-10-15, Interior(1) 35-10-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 784 lb uplift at joint 2 and 689 lb uplift at joint 11. 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. January 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17P11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Ply I LOT 33/2 WA I2625269 , ID17 Hip Truss Builders FirstSource (Plant City, FL), Plant City, FL - 33567, " 11-4-Oi 5-3-8 7-7-8 10-10%8 "I-4-0' 5-3-8 3-3-0 il 0 3x6 = 6x8 = 2x4 II 11 I 1 I, 8.430 s Nov ID:6gDIOH2OVegl Nk1sxoNem 6.00 12 5x8 = 2x4 II 1 6x8 - 6 28 7 29 30 31 8 T22654080 Jan 29 08:50:21 2021 Pace 1 Scale = 1:79.4 4-6.8 13 12 11 4 11 4x12 = 3x8 MT20HS I I LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.81 BC 0.99 Vert(LL) Vert(CT) -0.59 18-19 >860 240 -1.10 18-19 >460 180 MT20 MT20HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.42 11 n/a n/a 187/143 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 267 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* Structural wood sheathing directly applied, except end verticals. BOT CHORD 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP No.1 Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 19-21, 13-15 WEBS 5-19,19-22,3-19: 2x4 SP No.2 1 Row at midpt 5-18, 6-16 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=293(LC 11) Max Uplift 2=-779(LC 12). 11=-685(LC 12) Max Grav 2=1968(LC 17), 11=1853(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3719/1512, 3-4=-7420/2997, 4-5=-7510/3014, 5-6=-3362/1515, 6-7=-2972/1483, 7-8=-2972/1483, 8-9=-2847/1342, 9-10=-2178/973, 10-11=-17391843 BOT CHORD 2-22=-1396/3472, 18-19=-1855/4612, 16-18=-1084/3080, 15-16=-903/2549, 8-15=-87/620 WEBS 5-1 9=-1 077/3252, 5-18=-1773/886, 6-18=-325/1195, 6-16=-146/299, 7-16=-375/330, 8-16=-310/735, 9-12=-1011/590, 10-12=-761/1874, 12-15=-783/1962, 9-15=-159/844, 3-22=-2994/1265, 19-22=-1779/4581, 3-19=-1265/3411 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-8-0, Exterior(2R) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 779 lb uplift at joint 2 and 685 lb uplift at joint 11. 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. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 bracingi 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 ANS11rP11 Quality Criteria, DSB-89 and BCSI Building Component Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1�1I� MiTek* 6904 Parke East Blvd. Tampa, FL 36610 January 29,2021 Job Truss Truss Type Qty Ply 3312 WATERSTONE 2625269 , D19 HIP TRUSS 1 1 FT T22654081 Builders FirstSource (Plant Citv. FL1. Plant city PI - 33FR7 ., .,... -. Reference (optional) - - ---- o.gOu s nov au zuzu IVII I eK moustnes, Inc. Fri Jan 29 08:50:23 2021 Page 1 ID:6gDIGH2OVegl Nkl sxoNemzyu ULB-p?QToPHgPARPopOc9o45rZNmO2D45nm4U?Jm6zzgYJE 1-4- 4-0-0 5-7-8 12-1%0 19-M 27-M 2 -10 36-1-8 42-3-8 -0-0 -4-0 4-0-0 1-7-8 7-2-8 6-2-0 8-8-0 -2- 7-3-8 6-2-0 1-8-8 Scale=1:79.1 6.00 12 5x6 = 5x6 = 2c4 11 6 28 7 8 26 � g " 1 2 18 10x16 MT20HS = 7x10 = 8x14 17 31 MT20HS = 16 32 7x10 = N o I�1� N 22 21 20 14' 13 15 12 3x6 = 2x4 II 6x8 = 3x4 II 4x12 = 4x6 II 14-5-8 4-0-0 5-7-8 -8 12-10-0 19-M 4-0-0 1-7-8 -0- 6-2-0 6-2-0 27-M 2 -10 36-1-8 42-3-8 8-8-0 Plate Offsets (X,Y)— [5:0-3-0,0-3-0], [6:0-3-8,0-2-4], [7:0-3-8,0-2-4], [9:0-3-0,0-3-0], [10:0-2-15,0-2-0], [12:Edge,0-3-8], [16:0-4-0,0-3-4], [18:0-5-0,0-3-0], [19:0-6-12,0-0-0], i21:0-3-8,0-3-01 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) D.70 20 >719 240 MT20 244/190 BCLL 0.0 Lumber DOL 1.25 Rep Stress Incr YES BC 0.91 WB 0.94 Vert(CT) Horz(CT) -1.10 20 >459 180 0.51 12 MT20HS 187/143 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS n/a nla Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7,1-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 *Except' 7-8-0 oc bracing: 19-21 4-21: 2x4 SP M 31, 17-19: 2x6 SP M 26, 8-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 12-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-17 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 4-18 3-19: 2x4 SP M 31, 7-17: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=-341(LC 10) Max Uplift 2=-781(LC 12), 12=-826(LC 12) Max Grav 2=1945(LC 17), 12=1915(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3658/1506, 3-4=-9426/3670, 4-5=-4416/1883, 5-6=-2984/1399, 6-7=-2628/1334, 7-8=-2695/1414, 8-9=-2757/1311, 9-10=-2080/953, 10-12=-1820/1022 BOT CHORD 2-22=-1315/3484, 21-22=-1312/3482, 19-21=-902/2580, 4-19=-979/3006, 18-19=-3300/8820, 17-18=-1459/4090, 16-17=-781/2374 WEBS 3-19=-2975/8101, 4-18=-4795/1869, 5-18=-345/1217, 5-17=-1664/779, 6-17=-242/956, 7-17=-133/499, 7-16=-287/874, 9-13=-923/558, 3-21=-3783/1403, 9-16=-135/792, 13-16=-735/1885,10-13=-742/1845 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Eztedor(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Extedor(2R) 27-8-0 to 31-10-15, Interior(1) 31-10-15 to 44-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 826 lb uplift at joint 12. 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. January 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Plf Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty =Reference t625269 , D21 HIP TRUSS 1 T22654082 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:25 2021 Page 1 14- 6-3-0 y ^cvvcUr.^ranUrvenicyuULa-irvrucoioxonrl/Y7HD7ZW_59xstXZiQNyJotBrzgYJC 12-10-0 21-0-0 25 8-0 28-10-0 36-1-8 42-3-8 4-0.0 -7-0 8-2-0 4-8-0 3-2-0 7-3-8 6-2-0 1-8-8 5x6 = 6.00 12 5x6 = 530 631 3x8 = 2x4 II 13 12 11 3x6 = 3x6 II 2x4 II 2x4 6x8 = = 14-5-8 x Scale = 1:82A LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.61 BC 0.97 WB 0.86 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.23 15-16 >999 240 -0.38 15-16 >999 180 0.15 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 275 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 2-2-0 oc bracing: 14-15 6-0-0 oc bracing: 7-15 WEBS 1 Row at midpt 4-16, 6-16 REACTIONS. (size) 2=0-8-0, 21=0-3-0, 11=0-3-8 JOINTS 1 Brace at Jt(s): 14 Max Horz 2=-378(LC 10) Max Uplift 2=-305(LC 12), 21=821(LC 12), 11=-734(LC 12) Max Grav 2=268(LC 23), 21=1917(LC 17), 11=1670(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-368/396, 3-4=-2190/1031, 4-5=-1830/986, 5-6=-1571/984, 6-7=-2219/1263, 7-8=-2210/1087, 8-9=-2841/1268, 9-11=-1569/916 BOT CHORD 16-18=-713/2117, 15-16=-471/1615, 14-15=-1013/2474, 7-15=-352/385 WEBS 3-18=-730/2128, 4-16=-4921322, 5-16=-91/544, 6-15=-466/993, 8-15=-697/401, 9-14=-988/2381, 19-21=-1881/852, 3-19=-1788/882 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-2-15, interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 2, 821 lb uplift at joint 21 and 734 lb uplift at joint 11. 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. January 29,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek0 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 , 12625269 . IE3 FirstSource Jack -Open Truss 3 1 T22654083 Job Reference (optional) FL) Plant City, FL 33567, 8.430 s Nov 30 2020 MITek Industries, Inc, Fri Jan 29 08:50:35 2021 Page 1 ID:6q DIOH2OVegl Nkl sxoNemzyuULB-TI8?J WQMasyiEflwsJlvK5sylu W IvRMrFtDPXGzgYJ2 -1-4-0 3-0-0 1-4-0 3.0-0 Scale=1:12.8 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCDL 7.0 LumberDOL 1.25 TC 0.23 BC 0.12 Vert(LL) 0.01 Vert(CT) -0.01 4-7 >999 240 4-7 >999 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=133(LC 12) Max Uplift 3=-63(LC 12), 2=-211(LC 12), 4=-40(LC 9) Max Grav 3=62(LC 17), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; porch left exposed;C-C for members and forces 8r 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 fora 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 63 lb uplift at joint 3, 211 lb uplift at joint 2 and 40 lb uplift at joint 4. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safetylnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 January 29,2021 Job Truss Truss Type FQ" PlyJob Reference o tionalLOT 33/2 WATERSTONE 2625269 E5 Jack -Open Truss 1 T22654084 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:35 2021 Page 1 1 cur ivuv„rruvaovpd l aypvstl-Ilts.+JWQMasyiEflwsJlvK5suuuRNvRMrFtDPXGzgYJ2 -1-4-0 5-0-0 1-4-0 5-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.06 4-7 >950 240 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.06 4-7 >937 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=187(LC 12) Max Uplift 3=-109(LC 12), 2=-163(LC 12) Max Grav 3=131(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:17.8 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3 and 163 lb uplift at joint 2. 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. January 29,2021 WARNING - Verify design r. ® fy g 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Qualify Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Cratn Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 t Fuss type I Qty I Ply LOT 33/2 WATERSTONE T22654085 E7 JACK -OPEN TRUSS 33 � (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:36 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJTgypvsQ-xViN WsR_LA4Zrpt6QOp8slP?olhKeuc?TXzy4izgYJ1 7-0-0 1-4-0 7-0-0 3X4 i 7-0-0 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.76 Vert(LL) 0.18 4-7 >458 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.70 WB 0.00 Vert(CT) -0.20 Horz(CT) -0.01 4-7 >410 180 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-164(LC 12), 2=-178(LC 12) Max Grav 3=192(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 3 and 178 lb uplift at joint 2. 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. January 29,2021 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPlf Quality Criteria, DSB-89 and BCS/ Building Component Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke Blvd. Tampa, FL 3661 36610 Job Truss Truss Type Oty Ply LOT 33/2 WATERSTONE Jot) 9 E7G T22654086 MONOPITCH TRUSS 1 1 Job Reference o tional Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:38 2021 Page 1 2 --uvpu i aypvsu-ugtsxYJttnKHb f1 VYRscyjUT45W66hhHxrS38bzgYJ? 4-0-14 7-0-0 4-0-14 2-11-2 3x4 = 3x6 II 6x8 = 1.5x8 STP = Scale = 1:23.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell L/d PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 5 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MP Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=184(LC 8) Max Uplift 1=-323(LC 8), 4=-849(LC 8) Max Grav 1=724(LC 1). 4=1557(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1344/619 BOT CHORD 1-5=-669/1178, 4-5=-669/1178 WEBS 2-5=-611/1247, 2-4=-1448/823 Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 1 and 849 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 49 lb up at 2-4-12, and 1039 lb down and 591 lb up at 4-4-12, and 652 lb down and 335 lb up at 6-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) • Vert: 8=-84(F) 9=-1039(F) 10=-652(F) January 29,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note 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 ANSIITPlf Quality Criterfa, DSB-89 and BCSI Building Component Blvd. Tampa, 6904 Parke East e E Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2060136610 )b Truss 325269 • E7S Builders FirstSource (Plant City, FL), I Truss Type JACK -OPEN TRUSS - 33567, 3x4 = LOT 33/2 WA 2 1 1 T22654087 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:39 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-L4OW9tTte5S8iHch59NrUxlVeVj7rFLRAVBcglzgYJ_ 3 Scale = 1:22.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.20 3-6 >420 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.76 Vert(CT) -0.20 3-6 >419 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a file BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Harz 1=186(LC 12) Max Uplift 1=-68(LC 12), 2=-170(LC 12) Max Grav 1=257(LC 17), 2=196(LC 17). 3=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 1 and 170 lb uplift at joint 2. 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. January 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511&2020 BEFORE USE. n Design valid for use only with MiTek® connectors. This design is based only upon parameters show, 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/rPif 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 . 12625269 . L� I Truss Type TRUSS Qty I Ply I LOT T22654088 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 2 Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:40 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-pGyuMDUVPPa?KQBtfsu418aiTv3VagQaO9xACUzgYlz _1-4-0 4-8 2 1-4-0 4-8-2 2-3-13-14 3x4 0 0 N Scale = 1:22.6 .u-c-w,u-u-ol SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.31 6-9 >265 240 MT20 244/190 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.27 6-9 >312 180 Rep Stress Incr YES WB 0.08 Horz(CT) -0.03 4 n/a n/a Code FBC2020/TP12014 Matrix -AS Weight: 26 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 12) Max Uplift 4=-102(LC 12); 2=-171(LC 12), 5=-56(LC 12) Max Grav 4=153(LC 17), 2=336(LC 1), 5=123(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/103 WEBS 3-6=-90/254 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=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/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 102 lb uplift at joint 4, 171 lb uplift at joint 2 and 56 lb uplift at joint 5. 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. January 29,2021 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED: MITEK REFERENCE PAGE MII-7473 rev. 5/1012020 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss 2625269 , E22 Builders FirstSource (Plant City, FL), a 1 Type Jack -Open Truss 2x4 = Qty Ply 1 1 T22654089 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:33 2021 Page " ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-Ww1 FugP63Fh?_M9XluGRFgne94gCRXsYnZklTOzgYJ4 2-2-8 2-2-8 Scale = 1:10.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Cade FBC2020rrP12014 Matrix -MP Weight: 7 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=58(LC 12) Max Uplift 1=-20(LC 12), 2=-47(LC 12), 3=-4(LC 12) Max Grav 1=79(LC 1), 2=55(LC 17), 3=38(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1, 47 lb uplift at joint 2 and 4 lb uplift at joint 3. January 29,2021 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing {�%� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M'1 . Tel.IC" 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 ' 1 2625269 ' 1 FG FirstSource Truss Type Qty Ply LOT 33/2 WATERSTONE T22654090 Flat Truss 1 2 Job Reference (optional) Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:41 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-HSWGZZV7Aiisyam3DaPJZM6?pJYxJ3WkdpgjkwzgYly 3-8-0 74-0 3-8-0 3-8-0 4x6 = Scale = 1:30.0 6.00 12 3x, 3x6 II Plate Offsets (X Y)-- [5:0-4-0 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 TCDL 7.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 Rep Stress Incr NO WB 0.34 BCDL 10.0 Cade FBC2020/TPI2014 Matrix -MP M V N 1.5x8 STP = 3x6 11 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.02 5-6 >999 240 MT20 2441190 Vert(CT) -0.02 5-6 >999 180 Horz(CT) 0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 6=0-3-8, 4=0-8-0 Max Horz 6=-65(LC 6) Max Uplift 6=-1259(LC 8), 4=-1259(LC 8) Max Grav 6=3284(LC 15), 4=3284(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2079/803, 2-3=-2079/803, 1-6=-2042/820, 3-4=-2042/820 WEBS 2-5=-597/1668,1-5=-769/2131, 3-5=-769/2131 Weight: 101 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 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 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) 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 1259 lb uplift atjoint 6 and 1259 lb uplift at joint 4. 9) Girder carries tie-in span(s): 41-4-0 from 0-0-0 to 7-4-0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-6=-742(F=-722) ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTekO 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 applicabilityof design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain. Highway, Suite 203 Waldorf, MD 20601 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 January 29,2021 Job Ply ' 2625269 G7 Special Truss 1 1 Job Reference (optional) T22654091 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:50 2021 Page 1 • ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-XBYgSecm2TraXzyoFz3QRF_QlxRewlT2hiMiYuzgYlp -1-4-0 3-10-0 7-0-0 1211 17-0-0 17-8 21-0-0 24-6-5 28-M 30-0-0 1 4 0 3-10-0 3-2-0 5-0-0 5 0-0 8- 3.4-0 3-6-4 4-1-11 1-4-0 Scale=1:52.4 6x8 = 2x4 11 6x8 = 5x8 = 4x6 = on 1.5x8 STP = 3x6 11 10x20 MT20HS = 5z8 = 3x6 = 3x6 = 5x6 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.40 13-14 >851 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.52 13-14 >663 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except` TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc puriins. 5-6,6-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. BOT CHORD 2x4 SP M 31 `Except` 2-12: 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` 6-11: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=167(LC 7) Max Uplift 2=-1414(LC 8). 8=-970(LC 8) Max Grav 2=2566(LC 1), 8=1814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5316/2822, 3-4=-5448/2959, 4-5=-5448/2959, 5-6=-4623/2486, 6-7=-2967/1600, 7-8=-3358/1682 BOT CHORD 2-14=-2344/4680, 13-14=-2368/4738, 11-13=-2020/4230, 10-11=-1770/3763, 8-10=-1319/2922 WEBS 3-14=-562/1392, 3-13=-424/864, 4-13=-364/313, 5-13=-937/1543, 5-11=-2814/1588, 6-11=-1482/2764, 6-10=-1364/696, 7-10=-512/1230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; 13=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1414 lb uplift atjoint 2 and 970 lb uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 288 lb up at 7-0-0, and 128 lb down and 165 lb up at 9-0-12 on top chord, and 346 lb down and 153 lb up at 7-0-0, and 66 lb down at 9-0-12, and 1501 lb down and 858 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFl1 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 January 29,2021 Job Truss Truss Type Oty Ply LOT 33/2 WATERSTONE 2625269 G7 Special Truss 1 1 T22654091 Builders FirstSource (Plant Citv. FL). Plant City. FI _ assa7 Job Reference o tional rvu i en uwus[nes, inC. In Jan 2y U6:b = 2U21 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-XBYgSecm2TraXzyoFz3QRF_QlxRew1 T2hiMiYuzgYlp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 6-7=-54, 7-9=-54, 2-17=-20 Concentrated Loads (lb) Vert: 3=-138(F) 14=-346(F) 20=-88(F) 23=-41(F) 24=-1501(F) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with M7ek2i connectors. This design Is based only upon parameters shown, and Is for an individual building component, not e 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 ANSNrPIf Quality Criteria, DSB-89 and BCSI Building Component Blvd. Tampa, 6904 Parke 3aste East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Job L Truss Truss Type Qty Ply LOT 3312 WATERSTONE 2625269 � G9 Hip Truss 1 1 T22654092 guildersyFirstSource (Plant Cif- FL t C' t F PI Job Reference o tional 411 0 an I y, - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:51 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-?N62g dOpnzR97X_ogafzTXVaLm_fcsCwM5F5LzgYlo -1-4-0 9-0-0 14-4-0 19-M 28-8-030-0-0 1 4-0 9.0-0 5-4.0 15-4-0 9-0-0 1 4-0 Scale = 1:51.5 5x6 i 3x4 = 5x6 i 1920 4 2122 5 3x4 = 4x6 = 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.28 10-13 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.95 Vert(CT) -0.42 8-10 >817 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 126 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=191(LC 11) Max Uplift 2=-574(LC 12), 6=-574(LC 12) Max Grav 2=1133(LC 1), 6=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1771/915, 3-4=-1527/941, 4-5=-1527/941, 5-6=-1771/915 BOT CHORD 2-10=-610/1516, 8-10=-738/1658, 6-8=-636/1516 WEBS 3-10=-12/435, 4-10=-311/169, 4-8=-311/169, 5-8=-12/435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 19-8-0, Exterior(2R) 19-8-0 to 23-10-15, Interior(1) 23-10-15 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 574 lb uplift at joint 2 and 574 lb uplift at joint 6. 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. January 29,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 mv.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 MITeI(e is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain.Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Type Ply r 2625269 a G11 Hip Truss I1 I 1 T22654093 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:42 2021 Page 1 I D:ZYc6AO G Nb VAfFo43ovpJT9ypvs Q-mf3en v WlxOgj Zk LGn HwY6Zf41 ij n 2XytsTQ H G MzgY lx -1-4-0 6-6-0 11-0-0 15-0-0 5-9- 18-5-8 22-5-15 28-8-0 30-0-0 1-4-0 6-6-0 4-6-0 4-0-0 -9- 2-8-0 4-0-6 6-2-2 1-4.0 Scale = 1:53.0 5x6 = 4x6 = 4 23 5 64x6 = 4x6 = 3x6 = 3x4 = 3x4 = 3x8 = 3x6 3x8 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 7.0 Vert(LL) -0.24 11-20 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.51 11-20 >675 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-228(LC 10) Max Uplift 2=-574(LC 12), 9=-574(LC 12) Max Grav 2=1133(LC 1), 9=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1883/1078, 3-4=-1682/1015, 4-5=-1366/929, 5-6=-1463/977, 6-7=-13851883, 7-8=-1599/931, 8-9=-1879/1069 BOT CHORD 2-14=-801/1654, 12-14=-514/1296, 11-12=-592/1444, 9-11=-826/1650 WEBS 3-14=-364/351, 4-14=-191/490,5-12=-225/401, 6-12=-499/297, 7-11=-224/509, 8-11=-388/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2E) 11-0-0 to 15-9-8, Interior(1) 15-9-8 to 18-5-8, Extedor(2R) 18-5-8 to 22-7-9, Interior(1) 22-7-9 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 574 lb uplift at joint 2 and 574 lb uplift at joint 9. 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. January 29,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.6119/2020 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11'rp/10ualify Criteria, DSB-89 and BCSI Building Component Safety/nformad6904 Parke East Blvd. on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 36610 East Type Ply 2625269 . G13 Special Truss 1 1 Job Reference (optional) T22654094 Builders FirstSource (Plant City, FL), Plant City, FL 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:43 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJTgypvsQ-Erdl_FWNiKyaBuwSK_RnfnCCu60nnrCO479gpozgYlw -1-4-0 7-7-5 13-0-0 17-9-8 20-5-8 28-8-0 30-0-0 1-4-0 7-7-5 5-4-11 4-9-8 2-8-0 8-2-8 1.4-0 46 = 6.00 12 Scale=1:54.0 3x4 i 3x4 = 46 = 5x8 = 2x4 II 3x4 = 9-2-0 9-2-0 17-9-8 20-5-8 28-8-0 Plate Offsets (X,Y)-- r2:0-2-10 0-1-8] [3:0-3-0 0-3-0] [6:0-2-8 0-6-0] [7.0-0-4 Edge] 8-7-8 2-8-0 8-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.26 10-12 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.44 10-12 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=265(LC 11) Max Uplift 2=-574(LC 12), 7=-574(LC 12) Max Grav 2=1298(LC 17), 7=1295(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2076/1040, 3-4=-1978/1085, 4-5=-2277/1330, 5-6=-1957/1097, 6-7=-2024/1039 BOT CHORD 2-12=-758/1993, 10-12=-432/1377, 9-10=-750/1752, 7-9=-749/1744 WEBS 3-12=-417/408, 4-12=-329/896, 4-10=-658/1284, 5-10=-1101/721, 6-10=-142/457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(21R) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 20-5-8, Exterior(2R) 20-5-8 to 23-5-8, Interior(1) 23-5-8 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 6 = 16% 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 574 lb uplift at joint 2 and 574 lb uplift at joint 7. 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. January 29,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANS//TPIf Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. Tampa, Parke 36610 ast D 20601 Job Truss 33/2 WA r 2625269 - G15 Special Truss 1 1 T22654095 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL 33567, 8.430 s Nov 30 2020 MITek Industries, Inc. Fri Jan 29 08:50:46 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-eQJ9dHZG?FK92Lel o7?UGPgipK44_GgTn40UP7zgYIt -1-4-0 7-7-5 13-0-0 19-9-8 22-5-8 28-8-0 30-0-0 1-4-0 7-7-5 5-4-11 6-9-8 2-8-0 6-2-8 1-4-0 4x6 11 6.00 12 Scale = 1:54.0 3x4 = 3x4 = 5x6 WB = 5x8 = 2x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 TCDL 7.0 Lumber DOL 1.25 Vert(LL) -0.44 10-12 >776 240 MT20 244/190 BC 0.87 BCLL 0.0 Rep Stress Incr YES WB 0.60 Vert(CT) Horz(CT) -0.75 10-12 >458 180 0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-10 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-265(LC 10) Max Uplift 2=-574(LC 12), 7=-574(LC 12) Max Grav 2=1301(LC 17), 7=1299(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2101/1024, 3-4=-2002/1069, 4-5=-2882/1556, 5-6=-2432/1245, 6-7=-2162/1095 BOT CHORD 2-12=-743/2011, 10-12=-434/1379, 9-10=-831/1874, 7-9=-828/1871 WEBS 3-12=-402/397, 4-12=-304/940, 4-10=-844/1751, 5-10=-14981951, 6-10=-318/861 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 22-5-8, Extedor(2R) 22-5-8 to 25-5-8, Interior(1) 25-5-8 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with'BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 574 lb uplift at joint 2 and 574 lb uplift at joint 7. 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. January 29,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, noI 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 o 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 Blvd. Tampa, 6904 Parke Easte East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2060136610 Job /12625269 Truss Truss Type G17 Roof Special LOT 33/2 T22654096 Builders 1.5x8 (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:47 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-6ctXgdZumYSOgVDDZq WjpdMwljQcjkrc?k72yazgYls 7-7-5 12-1 0-0 18-0-11 21-7-8 24-3-8 28-6-0 9-10-0 7-7-5 5-2-11 5-2-11 3-6-13 2-8-0 4-2-8 1-4-0 Scale = 1:52.9 46 = sxti = 3x4 = 3x4 = 3x4 = - V 5x8 = 2x4 11 3x4 = 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 0.52 Vert(LL) -0.19 11-13 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.85 Vert(CT) -0.3713-16 >930 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 142 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-258(LC 10) Max Uplift 1=-471(LC 12), 7=-574(LC 12) Max Grav 1=1211(LC 17),.7=1280(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1994/1029, 2-3=-1896/1076, 3-4=-2038/1154, 4-5=-3248/1736, 5-6=-2793/1455, 6-7=-2269/1139 BOT CHORD 1-13=-726/1913, 11-13=-409/1352, 10-11=-855/2008, 9-10=-897/1986, 7-9=-897/1977 WEBS 2-13=-410/407, 3-13=-330/828, 3-11=-500/1102, 4-11=-758/554, 4-10=-681/1280, 5-1 0=-1 517/898, 6-10=-528/1033 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-10-0, Exterior(2R) 12-10-0 to 15-10-0, Interior(1) 15-10-0 to 24-3-8, Extedor(2R) 24-3-8 to 27-3-8, Inte(or(1) 27-3-8 to 29-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60.plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471 lb uplift at joint 1 and 574 lb uplift at joint 7. 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. January 29,2021 WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 107ek0 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 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 LOT 33/2 WATERSTONE 2625269 • G19 Roof Special Girder -] 1 1 T22654097 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 335 77, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:49 2021 Pace 1 lu.�rcu�uuivuvHrrow3ovpolyypvsU-2'1_IFIb8HAijvpNchFYBu2RByX35BYMvT2c8OSzgYlq 7-7-5 12-10-0 18-0-11 23-7-8 26-3-8 28-6-0 9-10-0 7-7-55-2-11 5-2-11 5-6-13 2-8-0 2-2-8 1-4-0 Scale = 1:52.6 4x6 = 3x4 3x4 = 3x4 = 3x4 = 5x12 = 2x4 II 3x4 = 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 ]nor NO BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-6-0, 7=0-8-0 Max Horz 1=-258(LC 6) Max Uplift 1=-470(LC 8), 7=-571(LC 8) Max Grav 1=1196(LC 13), 7=1158(LC 2) CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TIC 0.86 Vert(LL) 0.3310-11 >999 240 MT20 244/190 BC 0.98 Vert(CT) -0.5710-11 >599 180 WB 0.93 Horz(CT) 0.07 7 n/a n/a Matrix -MS Weight: 141 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1961/834, 2-3=-1863/879, 3-4=-2030/945, 4-5=-4489/1885, 5-6=-3721/1495, 6-7=-2151/889 BOT CHORD 1-13=-571/1883, 11-13=-291/1322, 10-11=-686/1983, 9-10=-690/1908, 7-9=-689/1900 WEBS 2-13=-412/365, 3-13=-288/824, 3-11=-416/1112, 4-11=-723/481, 4-10=-996/2432, 5-10=-2149/1001, 6-10=-759/2095 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 470 lb uplift at joint 1 and 571 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 143 lb up at 26-3-8 on top chord, and 22 lb up at 26-2-12 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 (pif) Vert: 1-3=-54, 375=-54, 5-6=-54, 6-8=-54, 14-17=-20 Continued on page 2 WARNING-Veri desi n ® fy g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE, USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual tmss 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 ITI9 0 January 29,2021 Truss Ply r 2625269 G19 Roof Special Girder 1 1 Job Reference (optional) T22654097 Builders FirstSource (Plant City, FL), Plant City, FL 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:49 2021 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-2?_IFlb8HAijvpNchFYBu2RByX35BYMvT2c80SzgYlq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=54(B) 9=4(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE Design valid for use only with Mi rek® 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 f� 1� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 iTe k� Is always required for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the V1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPlf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 i russ Truss Type TQty— Ply LOT 33/2 WATERSTONE T22654098 2625269 • GGE GABLE 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:52 2021 Pagel ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-TagQtKdOa551m G6BMN6u Wg3tGkKU054L90rpdnzgYln 2x4 = 3x6 11 LOADING (psf) SPACING- 1 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 7.0 Lumber DOL I 125 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.16 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P 3 2x4 II DEFL. in (loc) I/defl Lid Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 4=4-0-0, 5=4-0-0 Max Horz 1=105(LC 12) Max Uplift 4=-32(LC 12), 5=-114(LC 12) Max Grav 1=57(LC 1), 4=55(LC 17), 5=195(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-326/96 WEBS 2-5=-185/535 Scale = 1:14.6 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20 % Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 3-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfrPI 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 20.0psf 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. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9y Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 4 and 114 lb uplift at joint 5. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5110=0 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing 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/rPlf Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 January 29,2021 uss I russ I ype Qly Ply LOT 3312 WATERSTONE T22654099 2625269 IH3 Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:53 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-xmEp5gefLOD9OQhNw5d73ucOW8e17apVOgaM9DzgYlm -1-10-10 4-2-15 1-10-10 4-2-15 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 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=0-3-0, 4=Mechanical Max Horz 2=133(LC 8) Max Uplift 3=-51(LC 5), 2=-208(LC 8) Max Grav 3=67(LC 1), 2=238(LC 1), 4=66(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per 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 51 lb uplift atjoint 3 and 208 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at 1-5-4, and 30 lb down and 84 lb up at 1-5-4 on top chord, and 23 lb up at 1-5-4, and 23 lb up at 1-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=48(F=24, B=24) 6=23(F=11, B=11) January 29,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi fek® 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 it /11Te1�• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V� Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 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, MO 20601 Tampa, FL 36610 '12625269 • IH5 Jack -Open Truss 161111 T22654100 :e (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:54 2021 Page 1 10 g_g_6 ID:ZYc6AOGNbVAfFo430vpJT9ypvsQ-PyoBI0fH6iL00aFZUo8Mb595fYtPs13ecKKvhgzgYll 1-10--10-10 3-9-6 3-3-8 Scale=1:17.4 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 TC 0.67 Vert(LL) 0.12 4-7 >681 240 MT20 2441190 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.20 4-7 >411 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=188(LC 8) Max Uplift 3=-148(LC 8), 2=-235(LC 8) Max Grav 3=159(LC 1), 2=321(LC 1), 4=130(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 3 and 235 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb dawn and 55 lb up at 1-5-4, 30 lb down and 84 lb up at 1-5-4, and 22 lb down and 112 lb up at 4-3-4, and 3 lb down and 70 lb up at 4-3-4 on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, and 16 lb down and 6 lb up at 4-3-4, and 11 lb down and 7 lb up at 4-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=55(F=24, B=31) 9=-7(F=15, B=-22) 10=23(F=11, B=11) 11=-14(F=-5, B=-8) January 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek®conneclors. 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 ANS11TPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Qty I Ply I LOT 33/2 WA 2625269 ' IH7 Jack -Open Truss 3 I 1 T22664101 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:55 2021 Page 1 5-11-1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-l9MZVMgvtOTtdkgmlWfb8JhMFyFXbROor 3TE6zgYlk -1-10-10 1-10-10 9-10-13 5-11-1 3-11-11 Ixv 3x4 —6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Cade FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Scale=1:22.9 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.29 Vert(LL) -0.02 7-10 >999 240 MT20 244/190 BC 0.40 Vert(CT) -0.05 6-7 >999 180 WB 0.25 Horz(CT) 0.01 5 n/a n/a Matrix -MS Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-108(LC 8), 2=-267(LC 8), 5=-141(LC 8) Max Grav 4=103(LC 1), 2=448(LC 1), 5=344(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-629/235 BOT CHORD 2-7=-298/572, 6-7=-298/572 WEBS 3-7=0/332, 3-6=-660/344 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 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 108 lb uplift at joint 4, 267 lb uplift at joint 2 and 141 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at 1-5-4, 30 lb down and 84 lb up at 1-5-4, 3 lb down and 70 lb up at 4-3-4, 3 lb down and 70 Ito up at 4-3-4, and 52 lb down and 141 lb up at 7-1-3, and 52 lb down and 141 lb up at 7-1-3 on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, 11 lb down and 7 lb up at 4-3-4, 11 lb down and 7 lb up at 4-3-4, and 51 lb down at 7-1-3, and 51 lb down at 7-1-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Continued on page 2 ® 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 onlywith 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 January 29,2021 Job Truss Truss Type Qty Ply=Reference 2625269 • H7 Jack -Open Truss 3 T22654101 Builders FirstSource (Plant Citv. FLI. Plant citv P cu<v rvs i arc muustnes, Inc. t-n Jan 2y Ud:bU:55 2U21 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-t9MZVMgvtOTtdkgml Wfb8JhMFyFXbROor_3TE6zgYlk LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=48(F=24, B=24) 12=30(F=15, B=15) 13=-104(F=-52, B=-52) 14=23(F=11, B=11) 15=-11(F=-5, B=-5) 16=-51(F=-25, B=-25) WARNING -Verify ® ty design g parameters and READ NOTES ON, THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with 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 ANSYTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 2625269 ' 1117V Jack -Open Truss Ply T22654102 urce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:58 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-Ikl i8 NinAxrSU BZLjeDllxJst9A6onxEXyl7gRzgYlh 1-10-10 6.6-4 1-10-10 9 13 6-64 3-4- 9 3-4-9 3x4 6-6-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.12 6-7 >998 240 TCDL 7.0 LumberDOL 1.25 BC 0.86 Vert(CT) -0.14 6-7 >843 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS Scale=1:22.6 Io PLATES GRIP MT20 244/190 Weight: 38 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-3, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-86(LC 8), 2=-261(LC 8), 5=-174(LC 8) Max Grav 4=95(LC 1), 2=448(LC 1), 5=352(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10481465 BOT CHORD 2-7=-550/985, 6-7=-534/932 WEBS 3-7=-20/472, 3-6=-1005/565 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 4) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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 86 lb uplift at joint 4, 261 lb uplift at joint 2 and 174 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 82 lb up at 1-5-4, 34 lb down and 82 Ito up at 1-5-4, 0 lb down and 73 lb up at 4-3-4, 0 lb down and 73 lb up at 4-3-4, and 52 lb down and 145 lb up at 7-1-3, and 52 lb down and 145 lb up at 7-1-3 on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, 11 lb down and 7 lb up at 4-3-4, 11 lb down and 7 lb up at 4-3-4, and 51 lb down at 7-1-3, and 51 lb down at 7-1-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 97 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, 5-8=-20 Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 January 29,2021 Job Truss Truss Type Qty Ply FJobR3ef.'.3/2 WATERSTONE 2625269 T22654102 H7V Jack -Open Truss 1 1 nce olional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:58 2021 Pape 2 ,v.oyunrn<u v ey i m i sxorvemzyu U Lb-IK118NInAxrSUBZLjeDllxJst9A6onxEXyl7gRzgYlh LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=48(F=24, B=24) 12=30(F=15, B=15) 13=-104(F=-52, B=-52) 14=23(F=11, B=11) 15=-11(F=-5, B=-5) 16=-51(F=-25, B=-25) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 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 pmperiy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/1 Quality Criteria, OSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Truss 33/2 2625269 ' K01 Hip Truss 1 1 Lb Reference (optional) T22654103 Builders FirstSource (Plant City, FL), Plant City, FL 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:50:59 2021 Page 1 ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-mwb4Lp'PxEzJ6L8XGMkXl9sO?ZahXEXNmc1 gNtzgYlg 5-0-0 9.4-0 13-M 18-8-0 20-M 5-0-0 4.4-0 4-4-0 6.00 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 5x8 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Cade FBC20201TPI2014 2x4 II 17 18 19 20 5x8 = 2x4 II 3x4 = Scale = 1:32.7 CSI: DEFL. in (loc) I/defl L/d PLATES GRIP TIC 0.44 Vert(LL) 0.12 8 >999 240 MT20 244/190 BC 0.58 Vert(CT) -0.16 8 >999 180 WB 0.24 Horz(CT) 0.05 5 n/a n/a Matrix -MS Weight: 83 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-112(LC 6) Max Uplift 1=-565(LC 8), 5=-672(LC 8) Max Grav 1=1081(LC 1), 5=1158(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2057/1097, 2-3=-2275/1295, 3-4=-2275/1295, 4-5=-2045/1077 BOT CHORD 1 -1 0=-843/1791, 8-10=-838/1803, 7-8=-817/1791, 5-7=-822/1779 WEBS 2-10=0/378, 2-8=-353/628, 3-8=-430/436, 4-8=-367/635, 4-7=0/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 565 lb uplift at joint 1 and 672 lb uplift at joint 5. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 306 lb up at 5-0-0, 54 ib down and 131 lb up at 7-0-12, 54 lb down and 131 lb up at 9-0-12, 54 lb down and 131 lb up at 9-7-4, and 54 lb down and 131 lb up at 11-7-4, and 155 lb down and 306 lb up at 13-8-0 on top chord, and 154 lb down at 5-0-0, 52 lb down at 7-0-12, 52 lb down at 9-0-12, 52 lb down at 9-7-4, and 52 lb down at 11-7-4, and 154 lb down at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1 j Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-6=-54, 11-14=-20 Continued on page 2 WARNING -Veri ty design g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5I79/2020 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 tempo rery and permanent bracing p A �Tel�" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� 1 Il fabrication, Inf storage, delivery) erectionfroT and bracing of trusses and truss Systems, see ANS17rPN 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, Parke 36610 East January 29,2021 yP. uty Ply LOT 33/2 WATERSTONE ' 2625269 K01 Hip Truss 1 1 T22654103 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:51:00 2021 Page 2 • ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-E69SZ3j2iY59kVjjg3FmrMPAlzwwGhnX?GnEvJzgYlf LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 2=-155(F) 4=-155(F) 10=-77(F) 8=-52(F) 3=-108(F) 7=-77(F) 17=-54(F) 19=-54(F) 21=-26(F) 22=-26(F) WARNING - Veri desi n ® fy g 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saletylnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly PIy LOT 3312 WATERSTONE T22654104 2625269 ' K02 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:51:01 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJTgypvsQ-i ljgmPkgTs DOLflvOmm?NaxJCNIC?APgDwWnRmzgYle 7-0-0 11-8-0 18-8-0 20.0-0 7-0-0 4-8-0 7-0-0 14-0 Scale=1:33.6 i n 3x4 3x4 = 3x4 = 5x8 = 2 16 4x6 = 17 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.12 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.17 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 WEBS 2 4 BOT CHORD Rigid ceiling directly applied. x SP NO - REACTIONS. (size) 1=Mechanical, 4=0-8-0 Max Horz 1=-149(LC 10) Max Uplift 1=-306(LC 12), 4=-413(LC 12) Max Grav 1=688(LC 1), 4=765(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1068/708, 2-3=-905/746, 3-4=-1062/713 BOT CHORD 1-8=-448/906, 6-8=-446/912, 4-6=-477/899 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(21R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 11-8-0, Exterior(2R) 11-8-0 to 15-10-15, Interior(1) 15-10-15 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 lb uplift at joint 1 and 413 lb uplift at joint 4. 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. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek®-connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component Blvd. Tampa, 6904 Parke 3aste East Safety /nlarmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 M 0 jv 0 January 29,2021 2625269 * IM Common Truss City I Ply LOT 3312 WA 1 1 T22654105 Builders FirstSource -1-4-0 Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek In ID:6gDIOH20Veg 1 Nkl sxoNemzyuULB-AVHCzlI 1n-n-n 46 = 4 Jan 29 08:51:02 1-4-0 Scale = 1:20.5 I� 0 3xb I I 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 TCDL 7.0 LumberDOL 1.25 BC 0.55 BCLL 0.0 Rep Stress Incr YES WB 0.19 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SIP N0.2 WEBS 2x4 SP No.3 1 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.11 7-14 >911 240 MT20 244/190 Vert(CT) 0.09 7-14 >999 180 Horz(CT) -0.00 5 n/a n/a Weight: 41 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 5=0-3-8, 8=0-4-0 Max Horz 8=117(LC 11) Max Uplift 5=-375(LC 12), 8=-539(LC 12) Max Grav 5=363(LC 1). 8=521(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-281/467, 4-5=-256/431 WEBS 3-8=-315/651 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-6-4, Interior(1) 1-6-4 to 5-0-0, Extedor(2R) 5-0-0 to 8-0-0, Interior(1) 8-0-0 to 11-4-0 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 5 and 539 Ito uplift at joint 8. 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. January 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1012020 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, USE. a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ot building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and per bracing truss systemsMiTek' Is always required for stability and to prevent collapse with possible personal injury and property, damage. For general guidance regarding the , see ANSI/rpll Qulity . aCriteria, DSB-89 and BCSI Building Component fabrication, storage, delivery, erection and bracing of trusses and Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. Tampa, Parke East 20601 Truss Type Ply 2625269 • M3 Hip Truss 1 1 ob JReference (optional)T22654106 Builders FirstSource (Plant City, FL), Plant City, FL 33567, 8.430 s Nov 30 2020 MITek Industries, Inc. Fri Jan 29 08:51:04 2021 Page 1 • ID:6gDIOH2OVegl Nkl sxoNemzyuULB-6tOzO RnYlnbbC6OU3vJi?CZgOaHZCXz6wuIR25zgYlb -1-4-0 3-0-0 7-0-0 10-0-0 11-4-0 1-4-0 3-0-0 4-0-0 3-0-0 1-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 4x6 = 17 18 19 4x6 = — 11 2x4 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 Scale = 1:20.6 CSI: DEFL, in (loc) I/defl L/d PLATES GRIP TC 0.55 Vert(LL) 0.13 8 >793 240 MT20 244/190 BC 0.60 Vert(CT) -0.11 8 >933 180 WB 0.10 Horz(CT) -D.00 6 n/a n/a Matrix -MS Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-4-0, 10=0-4-0 Max Harz 10=-81(LC 6) Max Uplift 6=-374(LC 8), 10=-538(LC 8) Max Grav 6=406(LC 18), 10=564(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/305, 3-4=-398/347, 4-5=-327/301, 5-6=-390/323 BOT CHORD 2-10=-308/318, 9-10=-281/318, 8-9=-285/327, 6-8=-283/328 WEBS 3-10=-355/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 6 and 538 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb dawn and 131 lb up at 3-0-0, and 64 lb up at 5-0-0, and 52 lb down and 152 lb up at 7-0-0 on top chord, and 42 lb down and 10 lb up at 3-0-0, and 15 lb down and 6 lb up at 5-0-0, and 42 lb down and 10 lb up at 6-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 11-14=-20 Concentrated. Loads (lb) Vert: 4=-12(F) 5=-12(F) 9=-21(F) 8=-21(F) 18=1(F) 20=-8(F) January 29.2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI0473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall A building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iUiiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fahriwtion, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB•89 end BCSI Building Component Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 cuss i ype City Ply LOT 3312 WATERSTONE PB Piggyback Truss 5 1 T22654107 Job Reference o tional City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:51:05 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-a4yLcmnAW4jSgGbadcrxYQ66C_Ilx?nG8YU?aXzgYla 3x4 — 3 TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY 21 — PURLINS AT 2-0-0 OC. MAX. 2x4 — TYPICAL. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4 n1r 120 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-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-37(LC 10) Max Uplift 2=-91(LC 12), 4=-91(LC 12) Max Grav 2=135(LC 1). 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.1 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 4-8-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 2 and 91 lb uplift at joint 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 wr MiTek' 6904 Parke East Blvd. Tampa, FL 36610 January 29,2021 Job Truss Truss Type Qty Ply LOT 33/2 WATERSTONE T22654108 2625269 PB1 ]Piggyback Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:51:08 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-?feUEog3p?61 hkKGIkOe92kdTBmS8MXigVjfBszgYIX 2-0-0 2-8-0 4-8-0 2-0-0 0-8-0 2-0-0 46 I I Scale = 1:9.2 3 2x4 = 4-8-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4 n/r 120 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-P LUMBER- TOP C BRACING - PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% HORD 2x4 SP 140.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-34(LC 10) Max Uplift 2=-91(LC 12), 4=-91(LC 12) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 91 lb uplift atjoint 2 and 91 lb uplift at joint 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ®WARNING -Verify 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 verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 January 29,2021 Job Truss [Jauck-Open rss Type Qty Ply LOT 33/2 WATERSTONE 2625269 • R2T22654109 Truss 1 1 (Plant City, FL), Plant City, FL - 1-1-10-10 I I IJob Reference (optional) 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 29 08:51:09 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-TrCsR8ghaJEuJuvSsSvtiGHI0b6Ztpnr39SglzqYlW 3-1-8 3-1-8 Scale = 1:10.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL._ in (loc) I/defl Ud PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 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/TPI2014 Matrix -MP Weight: 13 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 . TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins. 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=113(LC 8) Max Uplift 3=-25(LC 5), 2=-201(LC 8), 4=-11(LC 13) Max Grav 3=38(LC 1), 2=209(LC 1), 4=29(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3, 201 lb uplift at joint 2 and 11 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at 1-5-4, and 30 lb down and 84 lb up at 1-5-4 on top chord, and 23 lb up at 1-5-4, and 23 lb up at 1-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=48(F=24, B=24) 9=23(F=11, B=11) January 29.2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the MfTel�R• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/; 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. O'1/1fi " For 4 x 2 orientation, locate plates 0- '14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: 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 BOTTOM CHORDS 8 7 3 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]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 Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. 6