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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 Maitland, Florida 32751 F D P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES January 11, 2021 Building Department Ref: Lot: Subdivision: Address: Model: KA# Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes 36 Blk. 2 Waterstone 8513 Waterstone Blvd. 2508 3CF CR LH 20-9739 Builders First Source 1/5/21 2584746 160 C Joaquin Velez To whom it may concern, J FEB 12 Z020 ST. Lucie County., Permitting We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 1/11/2021 Carl A. Brown, P.E. FL. # 56126 ```e`��ullr►r i NBLO No e e TS OF <U �b � a�a„7r1�Il 0 1 Luis Pabl Torres, P.E. FL. # 8784 "Doing Business with a Service A indset and an Eye for •\ME E III CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 X LUS24 / JUS24 895 / 835 490 /510 .1 LA* 0 A HTU26/ THD25 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 ILB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 J LC 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 1 LP 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 J IE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1 IF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 Lc 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 A IH 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 0 82 3 X 8 NOP REVIEWED ❑ REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED (SEE EXPLANATION) Corrections. or comments made on equipment submittals or shop drawings during this review do not relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and corelating all quantities and dimen- sions, 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. FLOR DA DESIGN SOLUTIONS, INC. Date I / SuMftl Bo- Project No. - Project Eng VERIFY ALL CINENSIONS AM CEILING CONDITIONS PRIOR TO APPROVAL SORE CEIUNG FRAINNG REQUIRED IN FIELD BY BUILDER MN WIND FORCE RESISTING SYSTEINCt HYBRID w[ND ASCET.10 IMPORTANT ENCLOSM FXPOSURECATEGORYC OCCU%WCYCATEOORYS This Drawing Must Be Approved And WIND LOAD IN NPH VAND IMPORTANCE FACTOR1.00 Returned Before Fabrication will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BMW CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval l Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL• 20 PSF TCLL• 40 pgp BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF By Date BCDL• 10 PSF BCOL• 6 PSF TOTAL: 37 PSF TOTAL, 66 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And 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: IV, END CUT: Plumb CANTILEVER: — TRUSS SPACING: ZV BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend MW-011 aff =8'-01, aff BUILDER: Adams Homes PRoJEcT: Single Family MODEL-1 2508 C/CR 3-CG ADDRESS: 8613 WATERSTONE BLVD LOT I BLOCK: 3612 SUBDIVISION: WATERSTONE CITY: I FT PIERCE DRAWN BY = KSANCHEZ JOB # : 2SM746 DATE: 01/0412021 SCALE: NTS PLAN DATE: 1 2020 REVISIONS: 1. 2. 3. 4. Builders FirstSourre Combining to Serv� you bettet 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: 2584746 - LOT 36/2 WATERSTONE M'T ek USA, Inc. Site Information: 6904 Parke East Blvd. z FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2584746 Model: 2508 1.R Lot/Block: 36/2 Subdivision: WATERSTONE Address: 8513 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 M 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 RECEIVED Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf FEB 12 ?020 This package includes 46 individual, Truss Design Drawings and 0 Additional Drawingsl ST' Lucie County., Permitting 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# 1 T22352067 A01 1/5/21 23 T22352089 2 T22352068 A01A 1/5/21 24 T22352090 3 T22352069 A01B 1/5/21 25 T22352091 4 T22352070 A02 1/5/21 26 T22352092 5 T22352071 A03 1/5/21 27 T22352093 6 T22352072 A04 1/5/21 28 T22352094 7 T22352073 A05 1/5/21 29 T22352095 8, T22352074 A06 1/5/21 30 T22352096 9 T22352075 A07 1/5/21 31 T22352097 10 T22352076 A08 1/5/21 32 T22352098 11 T22352077 A09 115/21 33 T22352099 12 T22352078 A10 1/5/21 34 T22352100 13 T22352079 All . 1/5/21 35 T22352101 14 T22352080 Al2 1/5/21 36 T22352102 15 T22352081 A13 1/5/21 37 T22352103 16 T22352082 A14 1/5/21 38 T22352104 17 T22352083 A15 1/5/21 39 T22352105 18 T22352084 A16 1/5/21 40 T22352106 19 T22352085 A17 1/5/21 41 T22352107 20 T22352086 B03 1/5/21 42 T22352108 21 T22352087 B04 1/5/21 43 T22352109 22 T22352088 B05 1/5/21 44 T22352110 Truss Name Date B06 115/21 B07 1/5/21 B08 1/5/21 B09 115/21 B10 1/5/21 Bll 1/5/21 B12 1/5/21 Cl 1/5/21 C3 1/5/21 C5 1/5/21 D01 1/5/21 D01 S 1/5/21 D02 1/5/21 E7 1/5/21 E7V 1/5/21 E7VA 1/5/21 E7VB 1/5/21 E7VC 1/5/21 F01 1/5/21 H7 1/5/21 H17 1/5/21 PB 1 1/5/21 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design perANSI/TPI 1, Chapter2. January 5,2021 Velez, Joaquin 1 of 2 MII�MM MiTek' RE: 2584746 - LOT 36/2 WATERSTONE Site Information: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2584746 Model: 2508 CR 3CAR Lot/Block: 36/2 Subdivision: WATERSTONE Address: 8513 WATERSTONE BLVD, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T22352111 PB2 1/5/21 46 T22352112 PB3 1/5/21 2 of 2 a Job s Truss Type Qty Ply LOT 36/2 WATERSTONE �AOUIS T22352067 2584746 SPECIAL 5 1 Job Reference (optional) I... 11 —y, 11��UUr, 0.4aU s Ivov 3U LULU NII I eK mcusmes, Inc. I ue Jan b ib:32:id 2u21 Nage 1 ID:71 YDfltmYJ 1 NmupVDA3te2z4H2S-END4svrsOU ItCEG2PLW8TcPOCBvioyup85kYEjzyMgR 1-4- 5-3.0 B-10.8 1411-8 21-0.0 25-40 29-8-0 358-8 41-10-15 40.7-0 6-0. 6-0.8 - 4-0-0 4-0-0 6-2-7 4-8-5 4-1 1.5x8 STP = 29 0 1 46 = 5x6 = 3x6 = 5x6 = 6.00 F12 6 31 732 3334 8 5x6 4 3x6 i 3 -10- 19 3x4 = 18 -22 2 20 3x6 = 2x4 11 6x8 = 3x6 i 30 5 38 39 17 16 40 3x8 = 3x8 = 35 3x6 9 41 15 14 42 43 13 3x8 =3x8 MT20HS = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28 13-15 >999 240 TCDL 7.0 LumberDOL 1.25 BC 1.00 Vert(CT) -0.50 13-15 >907 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except` BOT CHORD 4-21: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=-492(LC 12). 11=-911(LC 12), 21=-1146(LC 12) Max Grav 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/488, 3-4=-310/417, 4-5=-1385/846, 5-6=-1837/1251, 6-7=-1584/1214, 7-8=-187811328, 8-9=-2133/1362, 9-10=-3023/1620, 10-11=-3266/1759 BOT CHORD 2-22=-424/251, 21-22=-424/251, 19-21=-19491947, 4-19=-19461925, 16-18=-694/1622, 15-16=-713/1787, 13-15=-1133/2318, 11-13=-1453/2869 WEBS 4-18=-598/1609, 5-16=-17/251, 6-16=-227/615, 7-16=-448/288, 8-15=-282/663, 9-15=-784/565, 9-13=-91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-298/217, 3-21=-402/615 Scale = 1:88.0 5x6 Q c? 10 1.5x8 STP = 0 36 11 °' 121 O 4x6 = I� PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 271 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 3-9-0 oc bracing: 19-21 1 Row at midpt 7-16, 7-15, 9-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(21R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 = IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 lb uplift at joint 2, 911 lb uplift at joint 11 and 1146 lb uplift at joint 21. 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. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with M7ek®oonneclors. 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/i 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 January 5,2021 i Job Truss Truss Type Qty Ply LOT 36/2 WATERSTONE T22352068 2584746 A01A SPECIAL 1 1 Job Reference o ticnal ouuuers rustaource trtant uny, rLi, riant t_4ry, rL - 33ao/, 6.43U S NOV 3U ZUZU MIi eK maustnes, Inc. I us Jan 5 15:32:20 2021 Page 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-Am LrHbt6Y5YbRXQRWmYcZ1 UkR?e5GmG6bPDeJczyMgP 1-0-0 6-1-e 72-1 9-0-14 1411-8 21-0-0 25-4-0 2943-0 35-0-8 41.10-15 46-7-4 8-0.0 1-4-0 6-1-8 -1-4 2-2-2 5-6.9 6-0-8 4-4-0 4-40 6-2-7 48-5 -4-12 5x6 = 3x6 = 5x6 = 6.00 12 7 31 832 3334 g 5x8 5 3x4 I I 2x4 4 1.5x8 STP = 29 3 0 1 2 4x6 = 19 37 22 21 3x6 = 4x6 = 6x8 = 39 18 17 3x8 MT20HS = 3x8 = 16 15 42 3x8 =3x8 MT20HS = 14 3x6 = Scale = 1:88.0 5x6 11 1.5x8 STP = 36 7-2-12 6-1-8 6-a18 12-1 -7 21-0-0 29-e-0 38-7-11 46-74 6-1-8 0-2-0 4-10-11 8.10.9 8-8-0 8-11-11 7-11-9 m-11-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 7.0 LumberDOL 1.25 BC 0.81 BCLL 0.0 Rep Stress Incr YES WB 0.98 BCDL 10.0 Code FBC2020fTPl2014 Matrix•AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* 4-22: 2x4 SP No.3, 12-15,15-18: 2x4 SP No.1 WEBS 2x4 SP No.3 DEFL. in (loc) I/defl Ud Vert(LL) -0.30 14-16 >999 240 Vert(CT) -0.52 14-16 >932 180 Horz(CT) 0.12 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 270 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 3-8-0 cc bracing: 20-22 WEBS 1 Row at micipt 6-17, 8-17, 8-16, 10-16 REACTIONS. (size) 2=0-8-0, 12=0-7-4, 22=0-4-0 Max Horz 2=419(LC 11) Max Uplift 2=-379(LC 12), 12=-968(LC 12), 22=-1082(LC 12) Max Grav 2=274(LC 21), 12=1881(LC 18), 22=2173(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-288/405, 3-4=-300/461, 4-5=-213/363, 5-6=-2490/1464, 6-7=-2223/1461, 7-8=-194811412, 8-9=-2084/1455, 9-10=-2361/1509, 10-11=-3249/1761, 11-12=-3484/1893 BOT CHORD 20-22=-2056/977, 19-20=-991/2120, 17-19=-1073/2396, 16-17=-871/2122, 14-1 6=-1 258/2520, 12-14=-1571/3062 WEBS 6-17=-416/396, 7-17=-319/768, 8-17=-343/216, 9-16=-346/783, 10-16=-781/563, 10-14=-93/584, 11-14=-329/340, 3-22=-169/263, 5-19=-25/422, 5-20=-2734/1297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0,Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0,Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live loadshown 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 379 lb uplift at joint 2, 968 lb uplift at joint 12 and 1082 lb uplift at joint 22. 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 - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TP/1 Quality Criteria, DSB-09 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 January 5,2021 Job Truss Truss Type Oty]Ply LOT 36/2 WATERSTONE T22352069 2584746 A01B Hip 1 1 Job Reference o floral Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:21 2021 Page 1 ID:YuAUBcriPWCx6RhnNP DwTzU6L_ eyvDVxtkIPgS3h_d4T3r5E1w8PyG?E2Gg3zCr2zyMgO 1-4- 4-3-6 8-0-5 14.6-0 21-0-0 25-4.0 29.8-0 35-1-14 40-7-11 -0- 4-3-6 3-8_15 6-5-13 6-5-13 4-4-0 4 O 5-5-14 5-5-14 Scale = 1:88.0 if O 46 = 20 5x6 = 3x6 = 5x6 = 6.00 F12 6 29 31 730 32 8 6x12 MT20HS = 3x8 = 3x8 MT20HS = 29-8-0 37-10-12 m 12 IT 19 N 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 0.56 Vert(LL) -0.27 15-17 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.94 Vert(CT) -0.4515-17 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 274 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. 4-20: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 7-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-221(LC 12), 20=-1040(LC 12), 11=-915(LC 12) Max Grav 2=277(LC 21), 20=2308(LC 17), 11=1783(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-243/268, 3-4=-277/733, 4-5=-1810/1072, 5-6=-1865/1202, 6-7=-1617/1179, 7-8=-1887/1271, 8-9=-2136/1320, 9-10=-297811591, 10-11=-3172/1666 BOT CHORD 19-20=-2114/1134, 4-19=-1999/1169, 18-19=-438/288, 17-18=-664/1780, 15-17=-679/1837, 13-15=-104412270, 11-13=-1346/2781 WEBS 3-19=-604/344, 4-18=-995/2050, 5-18=-390/377, 6-17=-218/610, 7-17=-451/266, 8-15=-298/682, 9-15=-758/537, 9-13=-165/640, 10-13=-347/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift at joint 2, 1040 lb uplift at joint 20 and 915 lb uplift at joint 11. 9) This 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 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not t• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP17 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 36/2 WATERSTONE T22352070 2584746 A02 SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:23 2021 Page 1 ID:? 1 YDfItmYJ1 NmupVDA3te2z4H2S-aLOzwdy_gOwAl?8OCu5JAf6CYCcCTBmZH NSlvxzyMgM ^ 11-4-Q 6-0-14 8-11-0 13-0-4 21-0-0 25-4.0 29-8-0 37-7-12 45-7-8 -4-0 6.0-14 2-10-2 4-1-4 7-11-12 4-4-0 4-4-0 ' 7-11-12 ' 7-11-12 6.00 12 r 19 .o 4x6 = 6x12 MT20HS = 5x8 = 25-4-0 2x4 11 29 7 3031 5x8 = 35-3-11 Scale = 1:84.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.32 19-22 >324 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.57 12-14 >776 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.74 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 254 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-9,9-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 *Except* 2-2-0 oc bracing: 17-19 2-18: 2x4 SP No.2, 4-19: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16, 7-14. 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8 Max Horz 2=403(LC 11) Max Uplift 2=-507(LC 12), 11=-776(LC 12), 19=-1108(LC 12) Max Grav 2=421(LC 23), 11=1670(LC 18), 19=2059(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/403, 3-4=-224/423, 4-5=-1761413, 5-6=-1774/1258, 6-7=-1780/1293, 7-8=-1780/1293, 8-9=-2543/1555, 9-11=-2675/1531 BOT CHORD 2-19=-448/254, 17-19=-1800/743, 16-17=-822/1456, 14-16=-731/1616, 12-14=-781/1670, 11-12=-1204/2289 WEBS 5-17=-2185/999, 5-16=0/466, 6-14=-1471649, 8-14=-103/301, 8-12=-362/846, 9-12=-393/497, 3-19=-314/445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(21R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & 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 = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 507 lb uplift at joint 2, 776 lb uplift at joint 11 and 1108 lb uplift at joint 19. 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. M January 5,2021 -- ---- - ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with M7ekO wnneclons. 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 ANS117P11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty LOT 3612 WATERSTONE Jly T22352071 2584746 A03 SPECIAL 1 1 Job Reference o tional I. tr,c„r.,ny, r'�/, I,a,n..ay, ��-000U/, O.9OU5IVUV000UGUMIteKlnauslrles,mC. Iue Jan oio:3z:x4ZUzl ragel ID:71 YDfltmYJ1 NmupVDA3te2z4H2S-2XaL7ywdbK2lw9jClbdYjtfNAc_OCh7iW1 BsSNzyMgL 1 4-q 6-0-10 6-11-0 12-11-10 19-0-0 25-4-0 31-6-0 37-8-6 45-7-8 4-0 6-0-10 2-10-6 4-0-10 6.0-6 6 4-0 6 4-0 6-0-6 7-11-2 6.00 12 5x6 = 2x4 6 29 3031 7 32 5x6 i 28 5 3x4 II 2x4 \\ 4 3 1.5x8 STP = 27 7 M 1 2 4x6 = 16 36 15 37 14 38 35 19 18 3x6 = 3x8 MT20HS = 3x8 = 4x6 = 6x12 MT20HS = 5x6 = 8 33 2x4 9 13 39 12 3x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.32 19-26 >333 240 TCDL 7.0 LumberDOL 1.25 BC 0.85 Vert(CT) -0.51 12-14 >872 180 BCLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/PPI2014 Matrix -AS LUMBER- BRACING- TOP'CHORD 2x4 SP No.2 *Except* TOP CHORD 8-11: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 *Except* 2-18: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 A 1-11-12 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=362(LC 11) Max Uplift 11=-776(LC 12), 2=-505(LC 12), 19=-1110(LC 12) Max Grav 11=1655(LC 18), 2=415(LC 23), 19=2039(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/400, 3-4=-179/388, 4-5=-141/374, 5-6=-1745/1219, 6-7=-1993/1391, 7-8=-1993/1391, 8-9=-2473/1505, 9-11=-2626/1515 BOT CHORD 2-19=447/243, 17-19=-1789/756, 16-17=-787/1367, 14-16=-767/1614, 12-14=-874/1786, 11-12=-1189/2242 WEBS 5-17=-2076/939, 5-16=0/514, 6-14=-289/786, 7-14=-374/383, 8-14=-141/374, 8-12=-252/704, 9-12=-324/427, 3-19=-303/431 Scale = 1:84.3 45-7-8 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 247 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 17-19 1 Row at midpt 5-17, 6-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Extedor(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 45-7-8 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) 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 776 lb uplift at joint 11, 505 lb uplift at joint 2 and 1110 Ito uplift at joint 19. 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 5,2021 A 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 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 chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 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, MO 20601 Tampa, FL 36610 I= Job Truss Truss Type city Ply LOT 3612 WATERSTONE T22352072 2584746 A04 SPECIAL 1 1 Job Reference o tional CUlluers r1rs[0uUrce trlam l.lty, rLl, runt lacy, rL - 330er, aRJU S NOV aU ZUZU MI I eK Inaustries, Inc. I Lie Jan O 10:322J 2UZ1 rage 1 ID:? 1 YDfltmYJ1 Nm upVDA3te2z4H2S-Wj8kLIxFMdAuXJ IOJJ8nG4BZ3OJgxAZrlhxP_pzyMgK w i1-4-0 6-1-8 8-11-0 12-6-5 17-0-0 22-2-12 28-5-4 33.%O 38-3-8 45-7-8 i-4-0' 6-1-8 2-9-8 3-7-5 4-5-11 5-2-12 6-2-8 5-2-12 4-7-7 7-4-0 V 6.00 12 5x6 = 3x6 = 5x6 = 6 31 7 3233 8 34 5x6 i 5 30 3x4 11 2x4 \\ 4 3 1.5x8 STP = 29 19 1 2 5x6 = O 38 21 20 4x6 = 6xl2 MT20HS = 8-8-0 8-11-0 1 18 3917 40 16 41 3x8 = 3x8 MT20HS = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 9-12: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 `Except' 4-21,12-15: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 A 1-11-12 REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8 Max Horz 2=321(LC 11) Max Uplift 12=-776(LC 12), 2=-506(LC 12), 21=-1109(LC 12) Max Grav 12=1627(LC 18), 2=397(LC 23), 21=2019(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/398, 3-4=-103/365, 4-5=-104/374, 5-6=-174211213, 6-7=-1530/1169 7-8=-2198/1458, 8-9=-2039/1365, 9-10=-2286/1437, 10-12=-2585/1490 BOT CHORD 2-21=-440/202, 19-21 =-1 767/755, 18-19=-758/1207, 16-18=-1041/2040, 14-16=-1129/2145, 13-14=-1171/2204, 12-13=-1171/2204 WEBS 5-1 9=-1 927/923, 5-18=-67/587, 6-18=-234/580, 7-18=-841/484, 7-16=-47/431 8-14=-435/285, 9-14=-341/750, 10-14=-364/315, 3-21=-301/425 Scale = 1:83.9 5x6 = 935 36 3x6 10 37 4x6 1 ? 11 0 m 42 15 14 13 3x8 = 2x4 II 3x8 MT20HS = in (loc) I/deft Ud 0.32 21-28 >326 240 -0.42 14-16 >999 180 0.10 12 n/a n/a PLATES MT20 MT20HS Weight: 255 lb Structural wood sheathing directly applied. Rigid ceiling, directly applied. Except: 4-6-0 oc bracing: 19-21 1 Row at midpt 5-19, 7-18, 8-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Extedor(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 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) 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 776 lb uplift at joint 12, 506 lb uplift at joint 2 and 1109 lb uplift at joint 21. 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. 5x8 11 GRIP 244/190 187/143 FT=20% A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 January 5,2021 Job Truss Truss Type Qty Ply LOT 36/2 WATERSTONE T22352073 2584746 A05 SPECIAL 1 1 Job Reference o tional wrna �uaw�ww tr,a, a i.ny, r�/, riarn "Ly, 11 - 0000r, , e.4J11 5 IVOv dU zuzu MI I eK Inaustnes, Inc. I ue Jan b Ib:32:z5 2U21 Nage 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-?wi6Yext7xll9StbtOfOoiklrQiQgWF?zLgzWGzyMgJ ., 4 5-8-2 -5-0-0 21-10-7 29-4-4 35-8-0 40-11-3 45-7-8 5 I 8336 7-5-13 6-3-12 5-3-2 4-8-5 -8-2 6.00 12 5x8 = 5x6 = 5 29 30 6 31 5x6 28 4 2x4 3 1.5x8 STP = 27 7 1 2 5x8 = 37 38 16 15 3940 36 19 18 3x6 = 3x8 MT20HS = 4x6 = 6x12.MT20HS = 2 3x6 = 5x6 = 7 32 33 8 14 41 42 13 12 3x6 = 3x8 = 3x8 MT20HS = Scale = 1:83.9 34 2x4 i 9 35 4x6 � 0 11 Ir— IL 0 ::S4 to 4 N 5x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.31 19-26 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.46 12-14 >968 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 240 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 2-18: 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS SLIDER Right 2x6 SP M 26 A 2-6-0 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=280(LC 11) Max Uplift 11=-774(LC 12), 2=-496(LC 12), 19=-1121(LC 12) Max Grav 11=1617(LC 18), 2=399(LC 23), 19=2009(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/398, 3-4=-88/317, 4-5=-181/492, 5-6=-1819/1230, 6-7=-2620/1611, 7-8=-2179/1382, 8-9=-2424/1435, 9-11=-2557/1541 BOT CHORD 2-19=-442/226, 17-19=-1801/841, 4-17=-352/393, 16-17=-769/1480, 14-16=-1246/2358, 12-14=-1348/2515, 11-12=-1237/2191 WEBS 5-1 7=-1 953/789, 5-16=-356/1109, 6-16=-866/580, 6-14=-47/408, 7-12=-675/414, 8-12=-248/748, 3-19=-2761378 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 17-19 1 Row at midpt 5-17, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(21R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & 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 = IO.Opsf. ` 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 774 Ib uplift at joint 11, 496 lb uplift at joint 2 and 1121 lb uplift at joint 19. 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 5,2021 ® 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 MiTek0+ connectors. This design Is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Tpl1 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 36/2 WATERSTONE T22352074 2584746 A06 HIP 1 1 Job Reference (optional) "­­%. I—, ­ Y' ,-'/, 1,a,11 -.1y, 11 - oaour, 0.9JV 5 NUV JU GVZV MI I eK muusines, Inc. I ue Jan D "Io:Jz:4o zuzl rage i ID:?l YDfltmYJ1 NmupV DA3te2z4H2S-xlgszKz7fYZTOm 1 z_RhUtjp5tDKS8Qb IRf93b8zyMgH �1-4-Q 6-9-4 13-0-0 17-0-0 23-9-3 30-7-5 37-8-0 42-0-0 46-1-5 50-8-0 1-4-0 6-9-4 6-2-12 4-0-0 6-9-3 6-10-2 7-0-11 4-4-0 4-1-5 4-6-11 6.00 12 5x8 = 3x6 = 3x4 II 3x6 = 3x8 = 5x6 = 6 47 7 48 8 9 49 10 23 Iz 21 20 IV 4x6 = 3x8 5x8 = 3x4 II 3x6 = 4x6 3.00112 6-9-4 50-8-0 Scale = 1:93.6 c+r 0 ITP = 0 13 1q N 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.66 BC 0.91 WB 0.89 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.28 19 >999 240 Vert(CT) -0.58 17-18 >780 180 Horz(CT) 0.12 15 n/a n/a PLATES GRIP MT20 244/190 Weight: 313 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 6-20: 2x4 SP No.3, 16-18: 2x4 SP No.1 6-9-0 oc bracing: 17-18 WEBS 2x4 SP No.3 10-0-0 oc bracing: 18-20, 15-17 WEBS 1 Row at midpt 9-15 JOINTS 1 Brace at Jt(s): 18, 17 REACTIONS. (size) 13=0-8-0, 2=0-8-0, 15=0-3-8 Max Horz 2=289(LC 11) Max Uplift 13=-157(LC 21), 2=-805(LC 12), 15=-1379(LC 12) Max Grav 13=149(LC 11), 2=1341(LC 21), 15=2502(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2390/1395, 3-5=-1839/1155, 5-6=-2399/1464, 6-7=-2432/1476, 7-9=-15311874, 9-10=-617/1267, 10-11=-761/1443, 11-12=-682/1209, 12-13=-291/881 BOT CHORD 2-23=-1146/2161, 21-23=-1146/2161, 6-18=-304/328, 17-18=-827/2018, 15-17=-273/875, 14-15=-10781829, 13-14=-782/303 WEBS 3-23=0/275, 3-21=-661/509, 5-21=-460/188, 18-21=-727/1782, 5-18=-562/1303, 7-18=-271/572, 7-17=-846/657, 9-17=-487/1127, 9-15=-2349/1449, 10-15=-929/673, 11-15=-384/295, 12=14=-683/660 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 50-8-0 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 2x4 MT20 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) Bearing atjoint(s) 13 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 157 Ib uplift at joint 13, 805 lb uplift at joint 2 and 1379 lb uplift at joint 15. 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 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I1.912020 BEFORE USE. Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 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 36/2 WATERSTONE T22352075 2584746 A07 SPECIAL 1 1 Job Reference (optional) ..- ...-.------ � -�.• ..�•,.. -„ � ����...,., .. - u 4— rvu i — uiuustnes, nru. i ue dan o io:oczs zuz-I rage i ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-PVOEAg_IQshJOwcgY8gQwMH4djCtrQRfJvd7azyMgG 15-10-13 19-4-9 23-11-8 32-0-2 42-0-0 45-10-12 710 1 4-0 6 44 4-7-12 4-10-13 3-5-12 4-6-15 8-0-10 9-11-14 3-10-1�1 5x6 = 3x6 —_ 5x6 = 3x6 —_ 5x6 = 2x4 II 3x6 —_ 3x4 II 6.00 FIT 4 275 6 28 7 8 29 9 10 30 31 11 21 20 19 32 33 18 34 17 16 35 36 46 = 2x4 11 3x8 = 3x6 = 3x8 MT20HS = 3x6 = 3x8 MT20HS = 28-6-7 15 6x8 = 3.00 L12 12 1.5x8 STP = 3x6 ZZ Scale = 1:91.9 I9 4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Cade FBC2020/TPI2014 CSI. TC 0.63 BC 0.75 WB 0.92 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud -0.25 18-20 >999 240 -0.44 18-20 >999 180 0.11 15 n/a n/a PLATES MT20 MT20HS Weight: 284 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 8-15: 2x4 SP No.3, 15-17,17-19: 2x4 SP No.1 5-2-0 oc bracing: 14-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 REACTIONS. (size) 12=0-8-0, 15=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 12=-282(LC 9), 15=-1124(LC 12), 2=-844(LC 12) Max Grav 12=518(LC 18), 15=2178(LC 17), 2=1692(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3032/1528, 3-4=-2555/1364, 4-5=-2273/1301, 5-6=-2602/1355, 6-7=-1773/851, 8-9=-484/234, 9-10=-476/224 BOT CHORD 14-15=-696/442, 8-14=-616/455, 12-13=-237/362, 2-21 =-1 649/2738, 20-21 =-1 649/2738, 18-20=-147212572, 16-18=-1292/2350, 15-16=-583/1101 WEBS 3-20=-590/430, 4-20=-340/923, 5-20=-564/297, 6-18=-100/397, 6-16=-908/693, 7-16=-506/1267, 7-15=-177811016, 8-13=-355/680, 9-13=-235/251, 10-12=-452/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(l) 15-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 12 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 282 lb uplift at joint 12, 1124 lb uplift at joint 15 and 844 lb uplift at joint 2. 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 5,2021 ® WARNING - Verify dgslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with M7ek0connectors. 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 ANSNTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type city Ply LOT 3612 WATERSTONE TA08 T22352076 2584746 SPECIAL 1 IF Reference (optional) I. ir,arn .,ny, r'/, nanr ..ay, — - 00001, o.43u s Nov 3U zuzu mi I eK Inaustries, Inc. I ue Jan b 1 b:32:3U 2U21 Hage 1 ID:? 1 YDfItmYJ 1 NmupVDA3te2z4H2S-thyd00_NBApAe4BM6skyy8vRS10acLBbuzeAf1 zyMgF w 16-8-1 4 6.3-4 s-o•o 16-0-11 16,4.0 z3ao zs-11-5 37-0-0 42-0 0 46.5-0 50-8-0 1-0-0' 2-8.12 7-0-11 0-5-5 4-3-15 6-11-5 7-0-11 5-0-0 4-5-4 4-2-12 2-4-1 Scale = 1:91.9 5x6 = 3x6 — 5x6 = 3x6 = 5x6 = 2x4 11 3x6 3x4 11 6.00 1= 2 — 9re � 4 27 28 5 6 29 30 7 8 31 9 10 32 11 I9 N 21 20 19 18 17 16 15 12 46 = 3xB MT20HS = 3x6 = 3x6 = 6x8 = = 1.5x8 STP 3.00 12 3x8 = 3x8 MT20HS = 3x6 9-0.0 1611 18-8-1 27-4-0 36-10-0 37 -0 42-0-0 50.8-0 9-0-0 7-4-0 2-_11 8-7-15 9-6-0 0- -0 5-0-0 8-8-0 Plate Offsets (X,Y)— [4:0-3-0,0-2-0] [6:0-3-0,0-3-0] [8:0-2-12 0-3-0] [16:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.32 19 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.93 Vert(CT) -0.49 19-21 >910 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.13 16 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 265 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end. verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x4 SP No.1, 8-16: 2x4 SP No.3 4-6-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-21, 7-16 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 16=0-3-8 Max Horz 2=343(LC 12) Max Uplift 12=-267(LC 9), 2=-849(LC 12), 16=-1131(LC 12) Max Grav 12=460(LC 1), 2=1420(LC 1), 16=1936(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/1549, 3-4=-2326/1461, 4-5=-2069/1362, 5-6=-2688/1620, 6-7=-2018/1130, 8-9=-544/272, 9-10=-531/258 BOT CHORD 2-21=-1602/2210, 19-21=-1729/2686, 18-19=-1545/2529, 16-18=-942/1599, 14-16=-746/528, B-14=-691/537, 12-13=-260/372 WEBS 3-21=-299/365, 4-21=-381/788, 5-21=-739/452, 6-19=-109/272, 6-18=-742/602, 7-18=-380/843, 10-13=-19/312, 10-12=-482/374, 8-13=-436/744, 7-16=-1994/1276 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 12, 849 lb uplift at joint 2 and 1131 lb uplift at joint 16. 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 5,2021 ® 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 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 MITe�� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TF11 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 A Job Truss Truss Type Qty Ply LOT 36/2 WATERSTONE T22352077 2584746 A09 SPECIAL 1 n G Job Reference o tional _ • ••-•---•-- -••• ,� -n • '�•'• �'•,• - JV LVLV -- IIIUUSIrle5, Inc. IueJan D-ID:JZ:CZ zuzi rage 1 n-o-s ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-p43NpiOejn3utNKkDHmQ2Z mTrhK4E2tMH7HkvzyMgD ,1-4.01 7-0-0 I 12-1-2 I 16-0-0 16,4-0 22-0-0 26-11-7 31-10-13 37-0-0 40-0-12 43-5-0 46IT 50•&0 121-2 9-10-14 04o 4-11-7 411-7 411-7 -5-1-3 3-0-12 3-44 -3-&5 3-11-11 0.8.9 Scale = 1:91.9 5x6 = 6.00 12 5x6 = 3x8 = 5x6 = 3x4 = 5x6 = 2x4 11 3x4 11 3 294 5 6 30 31 7 8 9 32 10 11 12 33 13 25 24 23 22 21 20 19 18 17 Jn'L — 14 4x6 = 3x8 MT20HS = 2x4 11 5x6 = 6x12 MT20HS = 1.5x8 STP = 3.00 12 17-0-9 7-0-0 12-1-2 16-0-0 16 -0 22-0-0 26-11-7 31-10-13 W-10-0 37 -0 43-5-0 50-8-0 5.1.2 3-10-14 0- 0 4-11-7 411-7 411-7 411.3 0- 0 6.5-0 7-3 0 0-8-9 elate utrsets(x,r)— [3:U-3-U,U-2-01,[5:0-2-8 0-3-01[8:0-3-0 0-3-0] [10:0-3-0 0-3-0] [18:0-3-8 0-3-0] [20:0-3-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.57 21-22 >777 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.59 21-22 >754 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.17 18 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 541 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. Except: 6-0-0 oc bracing: 16-18 REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8 Max Horz 2=281(LC 8) Max Uplift 14=-638(LC 5), 2=-1940(LC 8), 18=-2939(LC 8) Max Grav 14=1000(LC 14), 2=3279(LC 13), 18=4885(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6577/3728, 3-4=-5942/3465, 4-5=-7925/4705, 5-6=-8627/5144, 6-7=-6449/3859, 7-8=-3433/2043, 8-9=-450/736, 9-10=-836/1298, 10-11 =-1 480/932, 11-12=-1448/899 BOT CHORD 2-25=-3416/5843, 24-25=-4705/7925, 22-24=-5144/8627, 21-22=-4860/8122, 20-21=-4860/8122, 19-20=-3834/6391, 18-19=-1994/3333, 16-18=-1831/1229, 9-16=-672/610, 15-16=-415/387, 14-15=-737/989 WEBS 3-25=-1196/2437, 4-25=-2526/1527, 4-24=-189/739, 5-24=-900/543, 6-21=0/303, 6-20=-2082/1246, 7-20=-606/1419, 7-19=-3642/2205, 8-19=-1203/2433, 8-18=-5063/3041, 10-16=-1950/1339, 10-15=-611/1261, 11-15=-431/434, 12-15=-235/605, 12-14=-1227/964, 5-22=-152/340, 6-22=-367/619 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. 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=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; 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) All plates are 3x6 MT20 unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Bearing atjoint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. :ontinued 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 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 ANSIM11 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 January 5,2021 Job Truss Truss Type City Ply LOT 36/2 WATERSTONE T22352077 2584746 A09 SPECIAL 1 Job Reference o tional ounuers rusiaource triant kny, rLl, riant cny, t-L 330bt, 6.43U s Nov 3U 202U MiTek Industries, Inc. Tue Jan 5 15:32:32 2021 Page 2 NOTES- ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-p43NpiOejn3utNKkDHmQ2Z mTrhK4E2lMH7HkvzyMgD 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 lb uplift at joint 14, 1940 lb uplift at joint 2 and 2939 lb uplift at joint 18. 13) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-13=-112(F=-58), 25-26=-20, 18-25=-42(F=-22), 17-18=-42(F=-22), 15-16=-42(F=-22), 14-15=-42(F=-22) Concentrated Loads (lb) Vert: 25=-475(F) 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 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/TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Salefylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 36/2 WATERSTONE T22352078 2584746 A10 SPECIAL 2 1 Job Reference (optional) FirstSource (Plant city, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:33 2021 Page 1 ID:71 YDfitmYJ 1 NmupVDA3te2z4H2S-HGd1011 GU5BIVXvxn_HfamXxHE5YpgV1 axtgGMzyMgC 14-0 6-1-8 14-3.12 21-0-0 29-8-0 334-0 39-M 444-0 1-0-0 s-1-8 8-2-4 6-8-0 8-8-0 3-8-0 4-11-6 6-0-10 6.00 12 7x10 = 6x8 = 1 28 2930 7 axv — 74 Scale = 1:79.6 3x6 — 3x8 MT20HS 11 2x4 11 5x8 = 46 11 6-3-8 6-1-a 6-2r6 14342 21-0-0 27.3.113&3-6 44-4-0 6-1-e a-1� 9 B-0-4 .-8-_4 6-3-11 fi-0-5 4.11-0 Will 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 0.68 BC 0.72 WB 0.85 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Lid 0.18 14 >999 240 -0.28 15-16 >999 180 0.11 11 n/a n/a PLATES MT20 MT20HS Weight: 291 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 3-9-0 oc bracing: 20-22 3-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-19, 5-18, 6-16, 7-16 6-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) Max Uplift 2=-303(LC 12). 22=-1113(LC 12), 11=-773(LC 12) Max Grav 2=275(LC 23), 22=2056(LC 17), 11=1720(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/409,3-5=-2415/1349, 5-6=-2033/1322, 6-7=-1830/1264, 7-8=-2323/1479, 8-9=-2313/1352, 9-1 0=-1 639/904, 10-11 =-1 618/943 BOT CHORD 20-22=-2019/1118, 3-20=-1872/1162, 19-20=-216/333, 18-19=-1101/2276, 16-18=-830/1902, 15-16=-793/1775, 8-15=-220/299 WEBS 3-19=-892/1959, 5-18=-482/343, 6-18=-136/537, 7-16=-56/339, 7-15=-322/649, 12-15=-727/1539, 9-15=-298/848, 9-12=-1146/729, 10-12=-755/1535 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 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) 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 chard 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 2, 1113 lb uplift at joint 22 and 773 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 5,2021 ®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 ANS11TPlf 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 36/2 WATERSTONE T22352079 2584746 All SPECIAL 1 1 Job Reference o tional .+U. MS , ..S DW E Ir,ant .. Ly, r�1,, rrdin uuy, ru - ooao r, 8.430 s Nov 30,2020 MI Tek industries, Inc. I ue Jan 5 15:32:35 2021 Page 1 ID:?l YDfitmYJ 1 NmupVDA3te2z4H2S-EflV Rj2 W?iRTkr3JvPJ7fBcHy2j3HZhK2FMxLEzyMgA T1-4-q 4-1-14 15-8-4 9-7-13 14-2-1 19-0-0 26-3-5 31-8-0 33-4-0 38-3-12 44-4-0 1-4-0' 4-1-14 1-6-6 3-11-9 4-6-4 4-9-15 7-3-5 5-4-11 1-8-0 4-11-12 6-0-4 Scale=1:80.8 5x8 = 2x4 11 5x6 = 6.00 12 7 3132 8 33 9 2x4 II 3x6 i 10 30 34 8x14 MT20HS i 6 3x4 11 35 5 2x4 11 5x6 c?d 5xl2 i 4 12 m 3 1.5x8 STP = 29 3 17 6x8 M 1 2 22 21 20 19 36 18 37 38 N 19 c Oxl6 MT20HS = 3x4 = 4x6 = 3x6 25 24 2x4 I 39 15 14 13 3x4 = 16 3x6 — 6x8 = 2x4 II 5x8 = 4x6 II 6-4-11 9-7-13 14-2-1 19-0-0 26-3-5 33-4-0 38-3-12 44-4-0 6-4-11 3-3-2 4-6 4 4-9-15 7-3-5 7-0.11 4-11-12 6-0-0 Plate Offsets (X,Y)-- [3:0-4-0 0-1-12], [7:0-5-8,0-2-4] [9:0-3-0,0-2-0] fl3:Edge 0-3-8] [17:0-2-12 0-2-12] [23:0-6-8 Edge] [25:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.77 24 >684 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.00 24 >532 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.55 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 302 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 5-10-0 oc bracing: 23-25 4-25,19-23: 2x4 SP M 31, 10-15: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 5-21, 6-20, 7-18, 11-14 3-23: 2x4 SP M 31, 5-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=-1018(LC 12), 13=-907(LC 12) Max Grav 2=2071(LC 17), 13=1951(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3970/2006, 3-4=-9806/5031, 4-5=-9938/5147, 5-6=-4286/2348, 6-7=-3255/1906, 7-8=-2792/1774, 8-9=-2792/1774, 9-10=-2736/1732, 10-11=-2745/1618, 11-12=-188111060, 12-13=-184911092 BOT CHORD 2-25=-1931/3736, 23-25=-163213275, 22-23=-2847/5663, 21-22=-2848/5670, 20-21 =-I 954/3939, 18-20=-139613009, 17-18=-1103/2360, 10-17=-192/305 WEBS 3-25=-457612423, 3-23=-4375/8505, 5-23=-2316/4509, 5-22=-32/315, 5-21=-2035/1051, 6-21=-482/1179,6-20=-1371/815,7-20=-516/1257,8-18=-391/417,9-18=-443/913, 9-17=-283/582, 14-17=-871/1787, 11-17=-416/1141, 11-14=-1367/865, 12-14=-919/1786 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and forces & 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 1018 lb uplift at joint 2 and 907 lb uplift atjoint 13. 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 5,2021 ------------- ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use onlywith Mirek® 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 vedfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17rP/1 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 3612 WATERSTONE T22352080 2584746 Al2 SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:36 2021 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-irJue338mOZKM?eWS7gMCP8TRS4jO?OTHv5VthzyMg9 71-4-0 6-7-12 11-11-0 17-0-0 22-3-0 28-5-0 33-8-0 38-9-0 44-4-0 '1-4-0' 6-7A22 5-3-4 5-1-0 5-3-0 6-2-0 Scale = 1:79.6 5x6 = 5x6 = 3x4 = 5x6 = 6.00 12 5 28 29 6 30 7 31 32 8 12-1;R0 21 - 3x4 = 14 13 12 11 3x6 — 5x8 = 2.4 II 2x4 II 5x8 = 46 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 7.0 Lumber DOL 1.25 BC 0.88 BCLL 0.0 Rep Stress Incr YES WB 0.99 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-21,8-13: 2x4 SP No.3, 17-19,15-17: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=306(LC 11) Max Uplift 2=-1012(LC 12), 11=-901(LC 12) Max Grav 2=2082(LC 17), 11=1955(LC 18) 13-0-0 33-8-0 38-9-0i 444-0 8-4-0 ' 5-1-0 5-7-0 0-3-81, [15:0-2-8;Edge], [19:0-7-12,0-3-4], [22:0-3-8 0-2-8] DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.48 20 >999 240 MT20 2441190 Vert(CT) -0.70 16-18 >762 180 MT20HS 187/143 Horz(CT) 0.32 1.1 n/a n/a Weight: 287 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 19-21, 13-15 WEBS 1 Row at midpt 4-18, 6-18, 7-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3884/1921, 3-4=-5056/2640, 4-5=-3656/2024, 5-6=-3269/1920, 6-7=-3272/1902, 7-8=-2425/1484, 8-9=-2764/1597, 9-1 0=-1 825/1019, 10-11=-1861/1082 BOT CHORD 2-22=-1824/3612, 4-19=-507/1291, 18-19=-2312/4639, 16-18=-1644/3429, 15-16=-1507/3103,8-15=-401/1014 WEBS 3-22=-11661761, 19-22=-1923/3797, 3-19=-464/1008, 4-18=-1631/937, 5-18=-572/1352, 6-18=-394/182, 7-16=-123/593, 7-15=-1040/590, 9-12=-1394/864, 10-12=-918/1779, 9-15=-422/1195, 12-15=-829/1744 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 1012 lb uplift at joint 2 and 901 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. 5/19/2020 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 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 BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 January 5,2021 Job Truss Truss Type Qty Ply LOT 36/2 WATERSTONE T22352081 2584746 A13 SPECIAL 1 1 Job Reference o tional tr,c,,..nry, r�1u..,ny, 6.4ou s IVOV 3V LULU MPS eK InausineS, Inc. I ue Jan b i6:J2:31 ZuZ1 rage 1 ID:?1 YDfItmYJ 1 NmupVDA3te2z4H2S-Al tGsP4mXJh8_9DiOgMblchcRsP_IUzcVZr2P7zyMg8 �. 11-4-q 6-7-12 11-11-0 15-0-0 21-3-10 26-11-15 33-0-0 35-8-0 40-4-6 44-4-0 1-4-0' 6-7-12 5-3-0 3-1-0 6-3-10 5-8-5 6.0-1 2-8-0 4-8-6 3-11-11 5x6 = 6.00 FIT 5x6 = 3x4 = 5 29 6 30 7 23 22 `1 3x6 = 5x8 = 2x4 I 6x12 MT20HS = 6-7-12 1 11-11-0 , 15-0-0 , 24-1-12 33-0-0 2x4 11 6x8 = 31 8 9 15 14 13 3x4 11 6x8 = s1 s6 12 6x12 MT20HS = Scale = 1:82.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.73 BC 0.94 WB 0.88 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.52 21 >999 240 Vert(CT) -0.84 17-19 >631 180 Horz(CT) 0.38 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 285 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-14: 2x4 SP No.3, 18-20,16-18: 2x4 SP No.1 6-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 20-22 20-23,9-16: 2x4 SP No.2 WEBS 1 Row at midpt 20-23, 6-19, 7-16, 9-13, 10-12 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=265(LC 11) Max Uplift 2=-1014(LC 12), 12=-907(LC 12) Max Grav 2=2068(LC 17), 12=1947(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3843/1930, 3-4=-4973/2643, 4-5=-4030/2223, 5-6=-3631/2073, 6-7=-3885/2175, 7-8=-2914/1743, 8-9=-2882/1729, 9-10=-2068/1233 BOT CHORD 2-23=-1836/3557, 4-20=-534/1187, 19-20=-2289/4507, 17-19=-1970/3968, 16-17=-1864/3732, 8-16=-250/303, 12-13=-710/1261 WEBS 3-23=-1138/771, 20-23=-1947/3715, 3-20=-449/954, 4-19=-1303/803, 5-19=-704/1551, 6-19=-576/291, 7-17=-68/480, 7-16=-1042/556, 13-16=-1022/2364, 9-16=-1417/2819, 9-13=-1810/945, 10-13=-237/850, 10-12=-2040/1216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Extedor(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 1014 lb uplift at joint 2 and 907 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 5,2021 -- ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511,9I2020 BEFORE USE. Design valid for use only with Mil7ek0 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 WOW building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'(* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 3612 WATERSTONE T22352082 2584746 A14 SPECIAL 1 1 Job Reference o tional uuu�cw rnmouu,I. tnanr Illy. rll, nnnr Idly, rL - JJOo r, o.4JU s NOV JU LULU Mi I eK mOusifles, Inc. I ue Jan O 10:3z:3y zuzl rage 1 ID:? 1 YDfltmYJ1 Nm upVDA3te2z4H2S-6Q_OH5513xxvDSN58FO3g1 mwxf5CDNlvzSK9U?zyMg6 T1-4-Q 6-10-5 11-11-0 1$-0-p 19-6-4 26-6-10 33-4-0 37-8-0 44.4-0 '1-4-0' 6-10-5 5-0-11 T 6-6-4 7-0-6 6-9-6 4-4-0 6-8-0 6.00 12 5x6 = 2x4 II 4 5 2x4 11 5x6 = 46 = 6x8 = 29 6 30 31 7 32 8 9 Scale = 1:80.2 23 22 3x8 = 14 13 12 11 3x6 — 5x6 = 2x4 11 2x4 11 2x4 11 5x8 = 3x6 11 0 . 28-8-0 . 33-4-0 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 FBC2020/TPI2014 CSI. TC 0.86 BC 0.93 WB 0.96 Matrix -AS DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.66 17-19 >798 240 -0.8219-20 >647 180 0.37 11 n/a n/a PLATES MT20 MT20HS Weight: 279 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 20-22 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-12 20-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=264(LC 12) Max Uplift 2=-1020(LC 12), l l=-923(LC 12) Max Grav 2=1725(LC 1), 11=1640(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3215/1947, 3-4=-4133/2655, 4-5=-4058/2745, 5-6=-4002/2636, 6-7=-4002/2636, 7-8=-3872/2560, 8-9=-2962/2037, 9-10=-168111126, 10-11=-1573/1114 BOT CHORD 2-23=-1847/2813, 19-20=-2066/3346, 17-19=-2345/3887, 16-17=-1831/2993, 15-16=-1831/2994, 8-15=-914/664 WEBS 3-23=-1014/805, 20-23=-1969/3020, 3-20=-435/852, 5-20=-775/1196, 5-19=-447/931, 6-19=-371/403, 7-17=-479/435, 8-17=-623/1084, 12-15=-890/1514, 9-15=-1397/2288, 9-12=-1250/895, 10-12=-923/1533 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 37-8-0, Exterior(2R) 37-8-0 to 41-8-0, Intedor(1) 41-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 1020 lb uplift at joint 2 and 923 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 5,2021 ® 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 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 iVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 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 3612 WATERSTONE T22352083 2584746 A15 MONO HIP 1 1 Job Reference o tional _ _ eia ruawuuu:c trl.- Idly, 11l, ntlnl Illy, IL - JJUO r, 0.40U 5 INUV OU zULV ivii I eK muusRles, Inc. I ue Jan 0 10:0z:4U zu. 'I rage -I ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-acYOUR6fgE3mrcxHhyvIMFJA83QLysP3BW310SzyMg5 r1 4-q 6 4 4 11-0-0 16-7-12 24-0-11 31-3-5 38-8-3 44 4-0 1-4-0 6-4-4 4-7-12 5-7-12 7-4-15 7-2-10 7-4-15 5-7-13 Scale = 1:77.3 5x6 = 3x4 = 5x6 5x6 = 4x6 = 2x4 II 4 5 23 6 24 725 8 26 9 3x8 = 2x4 11 3x8 MT20HS = 3x4 = 3x4 = 4x6 = 6x8 = 3x8 = 46 = 44-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.44 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 14-16 >778 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.19 ' 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 244 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 `Except* BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-11, 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10=-941(LC 12), 2=-1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1606, 5-6=-3768/1950, 6-7=-3557/1801, 7-8=-2333/1150 BOT CHORD 2-17=-1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772, 11-13=-1654/3139, 10-11=-895/1655 WEBS 3-16=-570/416, 4-16=-492/1224, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382, 7-13=-270/768, 7-11 =-1 268/805, 8-11=-574/1494, 8-10=-2309/1265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(21R) 11-0-0 to 16-7-12, Interior(1) 16-7-12 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 941 lb uplift at joint 10 and 1015 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 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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-69 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 36/2 WATERSTONE T22352084 2584746 A16 MONO HIP 1 1 Job Reference o tional ounuers nrstauurce triant uiry, rL/, riant Uny, rL - ca00t, e.9311 5 NOV 3U ZUZU mi I eK Inaustrles, Inc. I ue Jan b 1b:3Z:41 ZU21 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-2o6nhn7HbYBcSmWTFgQXvSsHFTp8hGVCQApFYuzyMg4 r1 41I 9-0-0 15-4-15 22-5-11 30-10-5 37-11-2 44-4-0 1-15 7-0-13 8-4-9 7-0-13 6-4-14 5x6 = 3x4 = 5x6 = 5x6 = 6.00 12 4 22 235 24 6 25 7 26 M 0 4x6 = 9-0-0 17-11-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.58 13-14 >912 240 TCDL 7.0 LumberDOL 1.25 BC 0.74 Vert(CT) -0.7413-14 >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Cade FBC2020/TPI201.4 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2=-1023(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) Scale = 1:77.3 3x6 = 3x4 II 8 27 9 16 15 14 13 12 11 10 3x6 = 3x8 = 3x8 MT20HS = 3x4 = 3x4 = 3x6 = 6x8 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 228 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 5-16, 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1886, 3-4=-2955/1804, 4-5=-2639/1665, 5-6=-3823/2296, 6-7=-3768/2191, 7-8=-2542/1453 BOT CHORD 2-16=-1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380, 10-11=-1190/1959 WEBS 3-16=-302/352, 4-16=-583/1093, 5-16=-1284/753, 5-14=-136/443, 6-14=-299/318, 6-13=-339/369, 7-13=-233/573, 7-11=-1194/837, 8-11=-550/1186, 8-10=-2379/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 934 lb uplift at joint 10 and 1023 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 5,2021 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, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall piTek 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 properly damage. For general guidance regarding the 6VI 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 tram Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ti Job Truss Truss Type Qty Ply LOT 36/2 WATERSTONE T22352085 2584746 A17 Half Hip Girder 1 Job Reference o tional ounueis rnaw0urcc tnnui —y, runt any, rL - JJOOr, 0.1IJU 5 INOV Ju zuzu MI I eK Inousines, Inc. I Lie Jan O io:3z:4O ZuZI rage 1 ID:? 1 YDfitmYJ1 NmupVDA3te2z4H2S-xaMHX8Aofni2xNgEU W VT31005411dAQoLonThfzyMgO r1-4-0, 7-0-0 9-11-0 , 15-2-0 20-5-0 25-8-0 30-11-0 36-2-0 41-5-0 44-4.0 1-4-0 7-0-0 2-11-0 5-3-0 5-3-0 5-3-0 5-3.0 5-3-0 5-3-0 2-11-0 Scale = 1:77.3 6x8 = 6.00 12 7x10 = 7x10 = 2x4 I 3 22 4 23 24 5 25 26 6 27 2829 307 31 32 8 33 34 35 9 36 37 10 38 1139 19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 64 55 12 1.5x8 STP = 7x10 = 7x10 = 6x8 = 17-9-8 23-0-8 28-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except' TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=276(LC 8) Max Uplift 12=-2052(LC 5), 2=-1875(LC 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6=-9762/5973, 6-7=-10094/6180, 7-8=-9288/5686,8-9=-7365/4499,9-10=-4313/2612 BOT CHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16=-6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19=-1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5-17=-453/887, 6-17=-625/588, 7-16=-81/387, 7-15=-987/758, 8-15=-610/1239, 8-14=-1916/1335, 9-14=-1232/2227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 Weight: 591 lb FT = 20% Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-7 oc bracing. 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 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 Do. 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; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible forverifying 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 4x6 MT20 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2052 lb uplift at joint 12 and 1875 lb uplift at joint 2. ontinued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 511912020 BEFORE USE. Design valid for use onlywith 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 verify the applicability of design parameters and properly Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6964 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 January 5,2021 Job Truss Truss Type Qty Ply LOT 36/2 WATERSTONE T22352085 2584746 A17 Half Hip Girder 1 Job Reference o tional oueuers rlrbiaource trlam L.ny, r-Ll, Mani LAY, rL - 33Oe r, t$.43U 5 NOV 3U ZUZU MI I eK Inclustrle5, Inc. Tue Jan 5 15:32:45 2021 Page 2 NOTES- ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-xaMHX8Aofni2xNgEUWVT310054lidAQoLonThf7yMgO 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at 9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 Ib up at 15-0-12, 91 lb down and 168 lb up at 17-0-12, 91 lb down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35-0-12, 91 lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 lb down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at 43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3.11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 3=-91 (B) 1 1=-1 45(B) 12=-61 (B) 19=-323(B) 5=-91(B) 16=41(13) 8=-91(B) 13=-41(B) 22=-91(B) 23=-91(B) 24=-91(B) 25=-91(8) 26=-91(B) 27=-91(B) 28=-91(B) 30=-91(B) 31=-91(B) 32=-91(B) 34=-91(B) 35=-91(B) 36=-91(B) 37=-91(B) 38=-91(8) 39=-91(B) 40=-41(B) 41=-41(B) 42=-41(B) 43=-41(B) 44=-41(B) 45=-41(B) 46=-41(B) 47=-41(B) 48=-41(B) 49=-41(B) 50=-41(B) 51=-41(B) 52=-41(B) 53=-41(B) 54=-41(B) 55=41(B) ---- -----.._.. ---- --.- ...... ..... ... - ® 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 andlor chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1"Pl1 Quality Criteria, DS8•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 City Ply LOT 36/2 WATERSTONE T22352086 2584746 B03 COMMON SUPPORTED GAB 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 46 = 3x4 = oxo — 8.430 s Nov 30 2020 MiTek Industries, Inc, Tue Jan 515:32:46 2021 9-4-0 Scale = 1:37.5 IT 3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.02 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-S Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0 (lb) - Max Horz 2=220(LC 11) Max Uplift All uplift 100 lb or less at joints) 20, 14 except 2=-303(LC 12), 12=-303(LC 12), 18=-112(LC 12), 19=-132(LC 12), 16=-112(LC 12), 15=-132(LC 12) Max Grav All reactions 250 lb or less at joints) 17, 18, 19, 20, 16, 15, 14 except 2=255(LC 1), 12=255(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-98/342, 7-8=-97/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 9-4-0, Comer(3R) 9-4-0 to 13-4-0, Exterior(2N) 13-4-0 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 cc. 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) 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 designerto verify suitability of this product for its intended use. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14 except (jt=lb) 2=303, 12=303, 18=112, 19=132, 16=1 12,15=132. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. January 5,2021 ® 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 MRekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal Injury and properly, damage. For general guidance regarding the - fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS//rPlf 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 36/2 WATERSTONE T22352087 2584746 B04 COMMON STRUCTURAL GA 1 1 Job Reference (optional) owmers rvscaource Irian[ triry, r-Li, riam cny, rL - JJ0b/, d'43U s Nov 3U 2UZU Mi Fek Industries, Inc. Tue Jan 5 15:32:48 2021 Page 1 ID:ZzuNOAdEBoQdU20 WuKTi6czl Ulk-L91 Q9ACgyi4dorZp9e2AhxeXGHCKgZ2E1 m?7H—zyMfz -1-4-0 7-5-4 144-0 21-2-12 28-8-0 30-0-0 1-4-0 7-54 6-10-12 6-10;12 7-5-4 1-4-0 �1 4x6 = 6.00 12 3x4 = 5x8 = 13 12 11 10 5x8 = 3x4 I Scale = 1:55.8 i 10-3-5 18-3-8 18-51,-11 28-8-0 10-3-5 8-0-3 0- -3 10-3-5 Plate Offsets (X,Y)— [2:0-3-8,Edge], [2:0-2-8,Edge], [4:0-3-0,0-3-4], [5:0-2-0,0-0-8], [6:0-3-0,0-3-0], [8:0-4-0,0-3-1], [13:0-2-0,0-1-8]. [13:0-4-0,0-3-0]. [14:0-2-0,0-0-2], [14:0-4-0 ,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.16 14-39 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.34 14-39 >650 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 201 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except Qt=length) 2=0-8-0. (lb)- Max Horz 2=322(LC11) Max Uplift All uplift 100 lb or less at joints) 12, 10 except 2=-513(LC 12), 13=-740(LC 12), 8=-298(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 11, 10, 8 except 2=830(LC 17), 13=1444(LC 19), 13=1274(LC 1), 8=276(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-888/536, 4-5=-665/438, 5-6=-162/571, 6-8=-68/395 BOT CHORD 2-14=-283/1006, 12-13=-257/267, 11-12=-257/267, 10-11=-257/267, 8-10=-257/267 WEBS 5-13=-1141/675, 6-13=-446/514, 5-14=-335/871, 4-14=-509/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 2-0.-0, Interior(1) 2-0-0 to 14-4-0, Exterior(21R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion perthe recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except Qt=lb) 2=513, 13=740, 8=298, 8=298. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 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. 5/19/2020 BEFORE USE. Design valid for use only with MTsk® 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 5,2021 Job Truss Truss Type Qly Ply LOT 36/2 WATERSTONE T22352088 2584746 B05 COMMON 3 1 Job Reference o floral Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:49 2021 Page 1 ID:ZzuNOAdEBoQdU20 WuKTi6czl Ulk-pLboNW DIi?CUQ?70jLZPEBBhAhaEZv0NGQlhpQzyMfy -1-4-0 7-5-4 14-4-0 21-2-12 28-8-0 30-0-0 1-4-0 7-5-4 6-10-12 6-10-12 7-5-4 1-4-0 3x4 = 4x6 = 6.00 12 2x4 II 3x4 = 3x8 = 2x4 11 Scale=1:50.3 3x4 = Iv 0 7-5-4 14-4-0 21-2-12 28-8-0 ' 7-5.4 6-10-12 6-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.15 10-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.20 10-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 138 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=322(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1884/1201, 3-5=-1295/967, 5-7=-1295/967, 7-8=-1884/1201 BOT CHORD 2-13=-898/1703, 11-13=-898/1703, 10-11=-915/1638, 8-10=-915/1638 WEBS 5-11=-420/740, 7-11=-736/563, 7-10=0/299, 3-11=-735/563, 3-13=0/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Extedor(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=711,8=711. 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 5,2021 ® 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 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 MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Ply LOT 36/2 WATERSTONET223520892584746 TQty B06 HIP 1 Job Reference o tional q1 0 FirstSource (Plant tarty, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:50 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-IX9AarEwTJKL18iCH34emLkrU5gl IVPXV4UELtzyMfx -1-4-0 6-1-9 13-6-8 15-1-8 22-6-7 28-" 30-" 1 4-0 6-1-9 7-4-15 1-7-0 7-4-15 6-1-9 5x6 = 5x6 = 6.00 12 3x6 i 3x4 = 3x4 = 3x4 = 3x6 Scale = 1:51.9 DIT v 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TIC 0.65 BC 0.96 WB 0.29 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.23 11-19 >999 240 -0.50 11-19 >693 180 0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 131 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=307(LC 11) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1316(LC 17), 9=1316(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2169/1262, 3-5=-1821/1047, 5-6=-1269/947, 6-8=-1822/1047, 8-9=-2170/1262 BOT CHORD 2-13=-967/2140, 11-13=-457/1365, 9-11 =-998/191 1 WEBS 3-13=-559/546, 5-13=-243/761, 6-11=-243/761, 8-11=-559/546 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-6-8, Exterior(2E) 13-6-8 to 15-1-8, Extedor(2R) 15-1-8 to 20-9-6, Interior(1) 20-9-6 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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 100 lb uplift at joints) except Qt=lb) 2=711, 9=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �pp building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 ANS117P11 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 Jab Truss Truss Type Ply LOT 36/2 WATERSTONE 7`­J T22352090 2584746 B07 ROOF SPECIAL 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:51 2021 Page 1 ID:ZzuNOAdEBoQdU20WuKTi6czl Ulk-mkjZoBFYEdSCfIH0rmctJZGzdVCE1 vggjkEnuJzyMfw 12-10-7 -1-4-0 11-6-8 11-7-0 15-0-0 22-6-0 28-8-0 30-0-0 1-4-0 5-10-9 5-7-15 0- -8 2-I 7-8-0 6-2-0 1-3-7 Scale=1:51.9 2x4 // 3x4 = 11-6.8 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 FBC20201TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1304(LC 17), 8=1306(LC 18) 5x6 = 4x10 MT20HS = 5x6 3x8 = 3x4 = 3x6 = 3x6 = CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.88 Vert(LL) -0.19 10-12 >999 240 MT20 244/190 BC 0.88 Vert(CT) -0.40 10-19 >866 180 MT20HS 187/143 WB 0.47 Horz(CT) 0.07 8 n/a n/a Matrix -AS Weight: 146 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2302/1293, 3-4=-1676/1092, 4-5=-1468/1085, 5-6=-1537/1146, 6-7=-1880/1177, 7-8=-2154/1324 BOT CHORD 2-13=-1030/2219, 12-13=-1055/2121, 10-12=-500/1340, 8-10=-1033/1888 WEBS 3-13=01273, 3-12=-576/457, 6-12=-337/615, 6-10=-286/767, 7-10=-477/518 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-6-8, Extedor(2E) 11-6-8 to 12-10-7, Interior(1) 12-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 100 lb uplift at joint(s) except Qt=lb) 2=711, 8=711. 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 5,2021 A 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 MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qly Ply=RSTONET222584746 B08ROOF SPECIAL tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:52 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-EwHx?XFB?wa3HSsaOU76smpBtvWhmH7gyOzLQlzyMfv -I-4-0 5-2-15 9-6-8 10-10-7 15-0-0 22-2-9 28-8-0 30-0-0 1-4-0 5-2-15 1-3-15 4-1-8 7-2-9 6-5-7 1-4 Scale=1:52.8 5x6 = 3x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x6 = 9-6-8 ,10-10-5 19-2-6 28-8-0 9-6-8 '1-3-13 ' 8-4-1 9-5-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.28 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.46 11-13 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 146 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=-308(LC 10) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1306(LC 17), 9=1308(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2184/1427, 3-4=-1891/1222, 4-5=-1681/1191, 5-6=-1939/1435, 6-8=-1914/1230, 8-9=-2160/1346 BOT CHORD 2-14=-1176/2150, 13-14=-837/1835, 11-13=-521/1328, 9-11 =-1 0 1611889 WEBS 3-14=-379/396, 4-14=-203/548, 5-13=-846/664, 6-13=-636/1010, 6-11=-321/849, 8-11=-474/517 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-6-8, Extedor(2E) 9-6-8 to 10-10-7, Interior(1) 10-10-7 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and 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 24=0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711,9=711. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 ® WARNING - Verify 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 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 andproperly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and 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 Qly Ply LOT 36/2 WATERSTONE T22352092 2584746 B09 ROOF SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:53 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-i6gJDtGpmEivucRnyBeLO_MM_IrOVIAzB2juyBzyMfu -1-4-0 7-6-8 8-10-7 15-M 22-0-5 28.8-0 30-M 1-4-0 7-6-8 1-3-15 6-1-8 7-0-6 6-7-11 1-4.0 Scale=1:51.9 5x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 19-6-14 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 0.70 BC 0.97 WB 0.74 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.29 10-12 >999 240 -0.49 10-12 >701 180 0.07 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1308(LC 17), 8=131O(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2086/1289, 3-4=-1874/1296, 4-5=-2027/1372, 5-7=-1969/1242, 7-8=-2162/1302 BOT CHORD 2-13=-997/2022, 12-13=-1055/2159, 10-12=-510/1335, 8-10=-990/1885 WEBS 3-13=-218/618, 5-12=-560/1037, 5-10=-348/893, 7-10=-455/500, 4-12=-663/623, 4-13=-492/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-6-8, Extedor(2E) 7-6-8 to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Exterior(21R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 8=711. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and pmpedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 36/2 WATERSTONE T22352093 2584746 BID ROOF SPECIAL 1 1 Job Reference o tional PirsiSource (Plant city, FL), Plant city, f-L - 33b67, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:54 2021 Page 1 ID:ZzuNOAdEBoQdU20 WuKTi6czl Ulk-AIOhQDHRXYgm WmOzWv9axBuXWiBTEAF7PiSRVezyMft -1-4-0 5-6-8 6-10-7 1:O 3-5 1 -11 3 15-M 22-0-6 28-8-0 30-M 1-4-0 5-6-8 1-3-15 3-4-14 0-7-1 4-0-12 7-0-6 6-7-10 Scale = 1:51.9 4x6 = 3x4 = 3x4 = 5x8 = 3x4 = 3x4 = 3x4 1 5-6-8 6-10-7 10-3-5 19-6-14 22-9-12 28.8-0 5-6-8 1-3-15 3-4-14 9-3-9 3-2-13 5-10-4 Plate Offsets (X,Y)-- [9:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.31 11-13 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.98 Vert(CT) -0.52 11-13 >656 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 145 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 Harz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1307(LC 17), 9=1308(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1343, 3-4=-2004/1314, 4-5=-2041/1267, 5-6=-2114/1449, 6-8=-1967/1225, 8-9=-2161/1287 BOT CHORD 2-14=-1073/2153, 13-14=-1199/2419, 11-13=-487/1331, 9-11=-990/1884 WEBS 3-14=-318/734, 4-14=-659/380, 4-13=-558/435, 5-13=-299/370, 6-13=-665/1163, 6-11=-353/898, 8-11=-457/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Inferior(1) 2-8-0 to 5-6-8, Exterior(2E) 5-6-8 to 6-10-7, Interior(1) 6-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and farces & 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 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711, 9=711. 8) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 ® 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 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 ANS11TPl1 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 36/2 WATERSTONE T22352094 2584746 B11 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:55 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-eVy3dZ131ryd8wbg4cggTPRhb6Y?zhMGeMC?14zyMfs -1-4-0 3-6-8 4-10-7 7-11-8 15-0-0 22-0-5 28-8-0 30-M 1-0-0 3-6-8 1-3-15 3-1-1 7-0-8 7-0-6 6-7-11 1 4-0 Scale = 1:51.9 5x6 = n N gI9 3x4 = 5x8 = 3x4 = 3x4 = 3x4 = 3x4 1 19-6-14 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 FBC2020fTP12014 CS1. TC 0.75 BC 0.96 WB 0.63 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.30 11-13 >999 240 -0.50 11-13 >687 180 0.07 9 n/a n/a PLATES GRIP MT20 2441190 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) 2=0-8-0, 9=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12). 9=-711(LC 12) Max Grav 2=1305(LC 17), 9=1307(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/1352, 3-4=-2573/1498, 4-5=-2971/1732, 5-6=-2056/1280, 6-8=-1961/1205, 8-9=-2155/1264 BOT CHORD 2-14=-1103/2255, 13-14=-1126/2342, 11-13=-490/1343, 9-11=-984/1878 WEBS 3-14=-475/958, 4-14=-1235/736, 5-14=-380/768, 5-13=-688/621, 6-13=-478/1042, 6-11=-345/890, 8-11=-456/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-6-8, Exterior(2E) 3-6-8 to 4-10-7, Interior(1) 4-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=711, 9=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 ® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 36/2 WATERSTONE T22352095 2584746 B12 Roof Special Girder 1 1 Job Reference 6o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:66 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-6hWSrvJh394U13AMdJB30czuzWvti66PtOxYZWzyMfr -1-4-0 , 1-6-8 , 2-10-7 6-2-13 10�'-5 15-M 21-5-2 25-7-8 1 3-4-6 4-8-10 6-5-2 4-2-6 6.1 131 Scale: 1/4"=l' 4x6 = 3x4 = 5x8 = 5x8 = 3xti = 3x4 = 6x8 = 2-10-7 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr NO WB 0.73 BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Horz 2=270(LC 7) Max Uplift 2=-653(LC 8), 10=-531(LC 8) Max Grav 2=1013(LC 13), 10=1061(LC 14) 25-7-8 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL)-0.2911-13 >999 240 MT20 244/190 Vert(CT) -0.48 11-13 >641 180 Horz(CT) 0.05 10 n/a n/a Weight: 144 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1799/910, 3-4=-2784/1346, 4-5=-3421/1710, 5-6=-1753/886, 6-7=-1799/1041. 7-8=-1277/745 BOT CHORD 2-14=-871/1754, 13-14=-1046/2157, 11-13=-378/1011, 10-11=-521/1018 WEBS 3-14=-641/1469, 4-14=-1551/838, 5-14=-611/1317, 5-13=-572/434, 6-13=-286/307, 7-13=-520/1154, 7-11=-85/377, 8-10=-13431697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=653, 10=531. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 114 lb up at 1-6-8 on top chord, and 67 lb up at 1-6-8 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: 1-3=-54, 3-4=-54, 4-7=-54, 7-9=-54, 10-15=-20 Concentrated Loads (lb) Vert: 3=73(F) 18=45(F) January 5,2021 ® 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 pek� 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 iVliT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PI1 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 3112 WATERSTONE T22352096 2584746 C1 Jack -Open 6 1 Job Reference (optional) auuuers r1r5iocuroe Irian[ ury, I-L), rlani t'lly, rL - AJob/, o.43U s INov 3U ZUZU MI I eK Inauslfles, Inc. I Lie Jan b 1b:3Z:b6 ZUZ I rage 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-6hWSrvJh394Ul3AMdJB30czz5 W6SiHTPtOxYZWzyMfr 14-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOI 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hors 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2 6 Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=226. January 5,2021 ® 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 ANS11TF11 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 s Truss Type Oty Ply LOT 36/2 WATERSTONE TC3 T22352097 2584746 JACK -OPEN 4 1 Job Reference (optional) Builders Firstsource (Plant City, FL), Plant City, FL - 33567, 1-4-0 8.430 s Nov 30,2020 MiTek Industries, Inc. Tue Jan 5 15:32:57 2021 Page 1 I D:zm bLkv5ELl DtgyehSMnN D7z4_Wx-at4g2FJJgTCLNDIYB1jIZq W8rwRTRkjZ6gh65zzyMfq 2-11-4 Scale = 1:12.7 2-11-4 Plate Offsets (X,Y)— [2:0-4-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 12 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Gram 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=245. January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 36/2 WATERSTONE JCr5 T22352098 2584746 JACK -OPEN 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15;32:58 2021 Pagel ID:zmbLkv5ELlDtgyehSMnND7z4—Wx-34eCGbKxbm KC?NKkikEX513FsJhQABziKKQfePzyMfp 4-11.4 4-11-4 Scale = 1:17.6 4-11-4 4-11-4 Plate Offsets (X,Y)— [2:0-1-4,0-0-2) 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 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 ® 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 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 " 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-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3612 WATERSTONE T22352099 2584746 D01 SPECIAL 2 1 Jab Reference o tional tti'ource (Plant city, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:32:58 2021 Page 1 ID:zmbLkv5ELl DtgyehSMnND7z4_Wx-34eCGbKxbm KC?NKkikEX513FsJioA2viKKQfePzyMfp 5-5-12 8-8-0 9 0- 15-7-5 22-0-0 2340 1-0-0 5-5-12 52-0 0-0- 6-7-5 64-11 6x8 i 4x6 = 2x4 II V^ 9-0.0 O�+l-(I 8-0-0 ,8$-0 15-75 21.8-0 22-0 0 0-0-0 7-8-0 �0-8-0 6-75 6-0-11 4- Scale = 1:44.0 Plate Offsets (X,Y)— [2:0-2-8,0-1-81,[5:0-5-14 0-3-0],[6:0-2-7 0-1-81[9:0-0-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.19 14-19 >553 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 14-19 >677 180 BCLL 0.0 Rep Stress [nor YES WB 0.58 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2020/TP]2014 Matrix -AS Weight: 119 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: 5-12: 2x6 SP No.2 8-6-0 oc bracing: 12-14 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP Np.3 -t 3-0-1, Right 2x4 SP No.3 A 3-2-5 REACTIONS. (size) 2=0-4-0, 14=0-4-0, 9=0-3-8 Max Horz 2=425(LC 11) Max Uplift 2=-601(LC 12), 14=-717(LC 12), 9=-768(LC 12) Max Grav 2=411(LC 21), 14=843(LC 1), 9=558(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-556/821, 4-5=-163/427, 5-7=-187/443, 7-9=-472/1219 BOT CHORD 2-14=-339/197, 12-14=-646/327, 5-14=-294/145, 11-12=-851/474, 9-11=-851/474 WEBS 4-14=-260/441, 7-11=-400/260, 7-12=-544/1033 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=601, 14=717, 9=768. 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 5,2021 A WARNING - Vedfy 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 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 ANS11TP/1 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 City Ply LOT 36l2 WATERSTONE T22352100 2584746 D01S MONO TRUSS 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 515:32:59 2021 Page 1 ID:zmbLkv5ELl DtgyehSMnN D7z4_Wx-XGCaTwLaM4T3dXuxJSlmeFbS4jzcvcVsZ_ACArzyMfo -1-4-0 6-0-10 8-10-0 1.4 6-0-10 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber DOL 1.25 BC 0.72 BCLL 0.0 Rep Stress Incr YES WB 0.17 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-3-8 Max Horz 2=332(LC 12) Max Uplift 2=-404(LC 12), 6=-408(LC 12) Max Grav 2=388(LC 1), 6=326(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/105 BOT CHORD 2-6=-395/202, 5-6=-395/202 WEBS 3-5=-300/587 2x4 II 4 1-8 DEFL. in floc) I/defi L/d PLATES GRIP Vert(LL) 0.25 6-10 >377 240 MT20 2441190 Vert(CT) 0.18 6-10 >527 180 Horz(CT) -0.00 6 n/a n/a Scale = 1:29.0 Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=404, 6=408. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with 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 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 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 3612 WATERSTONE T22352101 2584746 D02 GABLE 1 1 Job Reference o tional ouuuern nrawvmcd tridin t.uy, rLl, rrdnt Uny, rL - OaDO1, 6.43U S NOV 3U LULU MI I eK InOUStrles, Inc. I ue Jan 5 15:33:00 2021 Page 1 ID:zm b Lkv5 ELI DtgyehSMn N D7z4_Wx-?Sm yh GMC70bw EhT7s9 G?AS8YR7N oe_4?oevmi IzyMfn -1 -4-0 6-0-10 8-8-0 9 0 14-11-6 22-0-0 23-4-0 1-4-0 6-0-10 2-7-6 014- 5-11-6 i 7-0-10 i 1-4-0 5x6 = 3xb 8-0-0 Scale=1:44.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.16 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.13 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 8-12: 2x4 SP No.2 P 8-10-0 oc bracing: 11-13 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 8=0-3-8, 2=0-4-0, 14=0-4-0 Max Horz 2=437(LC 11) Max Uplift 8=-861(LC 12), 2=-652(LC 12), 14=-683(LC 12) Max Grav 8=629(LC 1), 2=441(LC 21), 14=790(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-245/528, 4-5=-183/472, 5-6=-220/505, 6-8=-667/1262 BOT CHORD 11-13=-653/334, 10-11=-897/550, 8-10=-878/546 WEBS 6-10=402/260, 6-11=-556/1064, 4-13=-244/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 24-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=861, 2=652, 14=683. Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 buss web and/or chord members only. Additional temporary and permanent bracing M Tek� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPll Quality Criteria, DSB-89 and BCS18uilding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ro l0 4 N January 5.2021 Job Truss Truss Type Qty Ply LOT 3612 WATERSTONE T223521O1 2584746 DO2 GABLE 1 1 Job Reference o tional wo,. r,I.t ... 1. trioin any, ry, ruin �!Ly, rL - ao r, e.4JU s Nov 3U ZUZU MI I eK Inoustnes, Inc. I us Jan 5 15:33:00 2021 Page 2 NOTES- ID:zmbLkv5ELIDtgyehSMnN D7z4_Wx-?SmyhGMC70bwEhT7sgG?AS8YR7Noe_4?oevmilzyMfn 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. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek@ connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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 36/2 WATERSTONE T22352102 2584746 E7 JACK -OPEN 37 1 Job Reference (optional) -- �• •-• •• -- v• • •-n • �- v, • - u cGCG wu [UK uruusmes, mG. i ue dan o -I o:JJ:UI zu ci rage 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-TfJLucMquhjnsr2JQtn EjghgNXcxNYjgOHfJEkzyMfm -1-4-0 7-0-0 1-4-0 7-0-0 Scale = 1:23.1 BSI u 3x6 = 7-0-0 7-0-0 Plate Offsets (X,Y)— [2:0-0-4,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >390 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 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 Harz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=195,2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 36/2 WATERSTONE T22352103 2584746 E7V Jack -Open 3 1 Job Reference (optional) Builders First5ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30.2020 MiTek Industries, Inc. Tue Jan 5 15:33:01 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-TfJ LucMquhjnsr2JQtnEjghfcXbGNYj9OHfJEkzyMfm -1-4-0 7-0-0 1-4-0 7-0-0 I 3x6 57 Scale = 1:22.9 Plate Offsets (X,Y)-- [2:0-0-10,Edgej LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.23 4-7 >356 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 25 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=200,2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 A WARNING - Verjfy, 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 ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 36/2 WATERSTONE T22352104 2584746 E7VA Jack -Open 1 1 Job Reference (optional) (Plant City, FL), Plant City, FL - 33567. 1-4-0 luC 3x4 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 515:33:02 2021 Page 1 I D:YARq CU h M7owkV EMp PNjefGzAwvz-xrtj 6yNSf?re U_d V_a ITFtDz8x2u 6?zl FxOlnAzyMfl T v Scale = 1:22.9 6-1-8 7-0-0 6-1-8 0-10-8 1 Plate Offsets (X,Y)— f2:0-1-15,0-0-81 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 0.41 Vert(LL) 0.09 6-12 >923 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.10 6-9 >864 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2020rFP12014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-120(LC 12), 2=-195(LC 12), 5=-46(LC 12) Max Grav 4=126(LC 17), 2=361(LC 1), 5=226(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-8=-737/709 BOT CHORD 2-6=-996/840, 3-6=-807/957 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-3, Interior(1) 2-8-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing 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) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=120,2=195. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 ® WARNING - Verify 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 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 ANSIfrPl1 Quality Criteria, DSB-09 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 36/2 WATERSTONE T22352105 2584746 E7V8 Jack -Open 1 1 Job Reference o tional s rusiouurce triani Guy, FL), Fiani Giiy, FL - 3356t, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:33:03 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-P1 R5JI04PJzV58CiYHpio5m3bKJDrSCRUb8QJczyMfk -1.4-0 4-1-8 7-0-0 1-4-0 4-1-8 2-10-8 I 3x4 Scale = 1:22.8 Plate Offsets (X Y)— [2:0-0-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.24 6-12 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.22 6 >387 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-156(LC 12), 2=-193(LC 12), 5=-25(LC 12) Max Grav 4=172(LC 17), 2=364(LC 1), 5=154(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-807/767 BOT CHORD 2-6=-1063/895, 3-6=-862/1025 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 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 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) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=156, 2=193. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �/A� T building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I�i ka is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Itll 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 Qty Ply LOT 3112 WATERSTONE T22352106 2584746 E7VC Jack -Open 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 515:33:03 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-P1 R5JI04PJzV5BCiYHpio5m2LKPsrPkRUb8QJczyMfk -1-4-0 2-1-8 4-8-2 7-0-0 1 4-0 2-1-8 2-6-10 2-3-14 I 3x6 3.00 F12 l4 0 Scale = 1:22.6 2-1-8 ' - 4-10-8 Plate Offsets (X,Y)— [2:0-0-10 Edge] [3:0-9-7,0-3-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.16 3 >528 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 3-7 >506 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) -0.12 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 31 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) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 12) Max Uplift 5=-32(LC 12), 2=-224(LC 12), 6=-162(LC 12) Max Grav 5=24(LC 17), 2=313(LC 1), 6=257(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-269/67 BOT CHORD 3-7=-558/328 WEBS 4-7=-438/749 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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 atjoint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 2=224, 6=162. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/10r2020 BEFORE USE. Design valid for use only with MiTek® 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 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/TPIf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply LOT 36/2 WATERSTONE T22352107 2584746 F01 GABLE 1 1 Job Reference (optional) ouuunrs ruarauurue man[ Giiy, FL), Piano Cny, FL - 33567, 8.43u S NOV 3U 2U2U MI I eK Industries, Inc. Tue Jan 5 15:33:04 2021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-tE?TWePiAc5Mjlnu5?LxLIJ G8kjhavcbjFtzr3zyMfj -1-4-0 4-4-0 8-8-0 10-0-0 1 4-0 4-4-0 4-4-0 1-4-0 Scale: 1/2"=l' LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-117(LC 10) Max Uplift 2=-537(LC 12), 6=-537(LC 12) Max Grav 2=429(LC 1), 6=429(LC 1) 4x6 = a nn l77 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TC 0.57 Vert(LL) 0.01 8-17 >999 240 MT20 2441190 BC 0.53 Vert(CT) -0.01 8-17 >999 180 WB 0.05 Horz(CT) -0.00 2 n/a n/a Matrix -AS Weight: 45 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-264/468, 4-6=-264/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-4-0, Extedor(2R) 4-4-0 to 8-2-0, Interior(1) 8-2-0 to 10-8-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIIfPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other jive 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 tail 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=537, 6=537. 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 5,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I Job Truss Truss Type Qty Ply LOT 3612 WATERSTONE T22352108 2584746 H7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:33:06 2021 Page 1 I D:YARq CUh M7owkV EMp PNjefGzAwvz-q c7Ex KQzi EL3ycxH DQN PQjO efYPl2j PuAZM4wxzyMfh LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) 5-2-5 4-8-8 3x4 = Scale=1:22.7 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 BC 0.46 Vert(CT) -0.07 6-7 >999 180 WB 0.36 Horz(CT) 0.01 5 n/a n/a Matrix -MS Weight: 43 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/459 BOT CHORD 2-7=-524/693, 6-7=-524/693 WEBS 3-7=-26/286, 3-6=-751/568 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding •100 lb uplift at joint(s) except (jt=lb) 4=147, 2=349, 5=178. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 64 lb down and 18 lb up at 1-5-12, 5 lb down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37 lb down and 155 lb up at 7-1-10, and 37 lb down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) 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 Concentrated Loads (lb) Vert: 13=-75(F=-37, B=-37) 15=-10(F=-5, B=-5) 16=-57(F=-28, B=-28) January 5,2021 A 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 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 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 MOWis 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 busses and truss systems, see ANS117P/1 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 Type Qty Ply LOT 36/2 WATERSTONET22352109 TD,.g.n.1 2584746 H17 Hip Girder 1 1 Job Reference o tional trlant uny, t-LJ, riam t;ity, t-L - 33obf, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:33:05 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-LQZrk_PKxwDDLSM4fisAtWrVt8AZJLikxvdXNVzyMfi -1-10-10 2-2-3 1-10-10 2-2-3 Scale = 1:9.1 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 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 FBC2020IrP12014 Matrix -MP Weight: 10 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-3 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=109(LC 8) Max Uplift 3=-61(LC 1), 2=-249(LC 8), 4=-46(LC 1) Max Grav 3=51(LC 8), 2=165(LC 1), 4=40(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=25ft; B=45ft; L=40ft; eave=7ft; 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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=249. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-5-12, and 60 lb down and 75 lb up at 1-5-12 on top chord, and 48 ib up at 1-5-12, and 48 lb up at 1-5-12 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 (pig Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) • Vert: 8=150(F=75, B=75) 9=51(F=26, B=26) January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7478 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall A 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFII 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 . V . Job s Truss Type City Ply LOT 3612WATERSTONET22352110 J 2584746 VALLEY 4 1 Job Reference o tional irst5ource (Plant City, FL), Plant City, FL - 33567, 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 7.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P 2x4 11 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:33:06 2021 Page 1 ID:?1YDfitmYJ1NmupVDA3te2z4H2S-gc7ExKQziEL3ycxHDQNPQjOf YVW2nluAZM4wxzyMfh Scale=1:16.2 46 = 8-8-0 3x6 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 4 n/a n/a Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=-82(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=1b) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5M912020 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 applicabilityof design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 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 3612 WATERSTONE T22352111 2584746 PB2 VALLEY 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 16:33:07 2021 Page 1 ID:?1 YDfitmYJ1 NmupVDA3te2z4H2S-IphcgfRbTXTwam WTn7ueyxxgkyrinE?1 PD6dSOzyMfg 4-0-0 4-4-0 4-8-0 8-8-0 4-0-0 0-4-0 0-4-0 4-0-0 3x6 = 2x4 11 4x6 = 3x6 = Scale = 1:16.5 1 4.4-0 14-4-0 Plate Offsets (X,Y)— [2:0-5-12,0-0-0), [4:0-5-12,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. January 5,2021 ® 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 MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and 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 6/2 ATERSTONE T22352112 FJobTRefereWr,,:,e 2584746 PB3 VALLEY 2 1 (optional) Benders Firmource (Plant qty, FL), Plant Gity, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 15:33:08 2021 Page 1 ID:?l YDfltmYJ 1 Nm upVDA3te2z4H2S-m?E_M?SDErbnCv4fKrPtV8TOvtAu Wg HAdtrB_gzyMff 2-0-0 4-4-0 6-8-0 8-8-0 2-0-0 2-4-0 2-4-0 2-0-0 3x4 = 3x8 11 6.00 12 3 9 4 10 5 2x4 = 3x4 = 2x4 = Scale = 1:16.5 4-4-0 8-8-0 4-4-0 4-4-0 Plate Offsets (X,Y)— [3:0-2-0,0-2-81,[5:0-2-0 0-2-81 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 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix=S Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=35(LC 11) Max Uplift All uplift 100 lb or less at joints) 1, 7, 2 except 8=-142(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1991367, 3-4=-192/367, 4-5=-192/367, 5-6=-192/370 BOT CHORD 2-8=-258/148, 6-8=-258/148 WEBS 4-8=-218/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-3-15 to 2-0-0, Extedor(2R) 2-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-8-0, Extedor(2E) 6-8-0 to 8-4-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2 except Ot=lb) 8=142. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. January 5,2021 ® 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 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 � /� iTek" 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 iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11s' - -I- For 4 x 2 orientation, locate plates 0- 'lid' 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 �r 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. 0 D: O 2 U 0- O H Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 BOTTOM CHORDS 3 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 0 tY 3. Never exceed the design loading shown and never 0 stack materials on inadequately braced trusses. U 4. Provide copies of this truss design to the building pdesigner, erection supervisor, property owner and F all other interested parties. 8 7 6 5. Cut members to bear tightly against each other. 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 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.