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HomeMy WebLinkAboutTruss.4 258 Southhall Lane, Suite 200 Maitland, Florida 32751' DP: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com 81 --site: www.fdseng.com ENGINEERING ASSOCIATES July 8, 2021 Building Department Ref: Adams Homes Lot: Lot 16 Blk. Ph 2 Subdivision: Fort Pierce - Waterstone Address: 8205 Amalfi Cir. Model: 2508 3CF C LHG KA # 21-0157 Truss Company: Date of drawings: Job No.: Wind Speed: . Exposure: Truss Engineer: Builders First Source 6/16/21 2597871 160 C Joaquin Velez To whom it may concern, qq ¢i, y C ry � � S JUL 7- 2021 BY. 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 andd�l Illeaovi techniques; and coordinating work with all other trades. Note: Truss ID's may vary. No 878 4 %� If you have any questions, please do not hesitate to call. _ _ • ,� �, Me • , _ e. '�+. a if ♦ q Sincerely, � TA OF ... <U PJ➢ IB�It. 7/8/2021 7/8/2021 7/�010"2' 1 Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo orres, P.E. FL. # 56126 FL. #78750 FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" C1 E7 B04 t` t0 V V t2 N Q Q a Q a Q 0 a m _ o 0 0 0 F01 E7 E7 E7 E7 E7 E7 E7 E7 E7 E7V I - F E7V 2_e _t 1�/l2 Vault __.. 2-0 -t SIMPSON CONNECTOR SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYMBOL 0 1 A LUS24 1895 11490 ILA' 0 A HTU26 3600 1555 ALA 0 B HTU28 4680 2140 1LB 0 C HTU26-2 3600 2175 1 LC 0 D HTU28-2 4680 3485 1Ia 0 E HGUS26-2 5320 2155 1LE 0 F HGUS28-2 7460 3235 1 iF 0 G HGUS26-3 5230 2155 1 LG 0 H HGUS28-3 7460 3235 1 LH 0 J THJA-26 9100 4095 1 W 32 3 X 8 NOP under l Reviewed and Approved ❑ 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 contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 07/08/2021 By: ES Submittal No.: Project No.: 21-0157 Project Eng.: Luis Tories Project Name: Adams Homes - Fort Pierce - Waterston - Lot 16 Blk 2 VERIFY ALL DIMENSIONS AMID CEILING CANpMNS PRIOR TO APPROVAL SONS MUM FRAMNG REOURED IN FIELD BY BUILDER MAIN WIND FORCE RESISTMG SYSTEINC4 HYERID WIND ASCET-16 IMPORTANT ENCLOSED EXPOSURE CATEGORY C OOCUPaNCY CATEGORY 0 This Drawing Must Be Approved And WIND LOAD 160 MPH NAND IWORTANCE FACTOR IM Returned Before Fabrication Will TRUSSES HAVE EEEN DESIGNED FORA 10A PSF BOTTOM CHORD L LOAD Begin. For Your Protection Check All NONCONCURRENT YA ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO fitW INDICATES SIGNATURE BELOATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL• 40 pgp BEEN ACCEPTED. TCDL: 07 PSF TCDL• 10 PSF BCDL: 10 PSF BCDL 5 PSF By Date TOTAL: 37 PSF TOTAL 65 PSF DURATION: 1.26 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bractng, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2X4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend �8'-0" aff 10'-0" aff BUILDER: Adams Homes PROJECT: Single Family MODEL: 2508 C 3CAR DRESS: 8205 AMALFI CIR LOT / BLOCK: 1612 SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWN BY: KSANCHFZ JOB # : 1 2597871 DATE: 1 06/20/2021 SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph.(813) 305.1300 Fax (813) 305-1301 ® Lumber design valWbs are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2597871 - LOT,16/2 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2597871 Model: 25Ja10 4115 Lot/Block: 16/2 Subdivision: WATERSTONE Address: 8205 AMALFI CIRCLE,. City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 46 individual, Truss Design Drawings and O.Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24374972 A01 6/16/21 23 T24374994 B06C 6/16/21 2 T24374973 A01 A 6/16/21 24 T24374995 B07C 6/16/21 3 T24374974 A01 B_ 6/16/21 25 T24374996 B08C 6/16/21 4 T24374975 A02 6/16/21 26 T24374997 B09 6/16/21 5 T24374976 A03 6/16/21 27 T24374998 B10 6/16/21 6 T24374977 A04 6/16/21 28 T24374999 1311 6/16/21 7 T24374978 A05 6/16/21 29 T24375000 B12 6/16/21 8 T24374979 A06 6/16/21 30 T24375001 Cl 6/16/21 9 T24374980 A07C 6/16/21 31 T24375002 C3 6/16/21 10 T24374981 A08C 6/16/21 32 T24375003 C5 6/16/21 11 T24374982 A09C 6/16/21 33 T24375004 D01 6/16/21 12 T24374983 A10 6/16/21 34 T24375005 D01 S 6/16/21: 13 T24374984 A11 6/16/21 35 T24375006 D02 6/16/21 14 T24374985 Al2 6/16/21 36 T24375007 E7 6/16/21 15 T24374986 A13 6/16/21 37 T24375008 EN 6/16/21 16 T24374987 A14' 6/16/21 38 T24375009 ENA 6/16/21 17 T24374988 A15 6/16/21 39 T24375010 E7VB 6/16/21 18 T24374989 A16 6/16/21 40 T24375011 ENC 6/16/21 19 T24374990 A17 6/16/21 41 T24375012 F01 6/16/21 20 T24374991 B03 6/16/21 42 T24375013 H7 6/16/21 21 T24374992 B04 6/16/21 43 T24375014 H 17 6/16/21 22 T24374993 B05 6/16/21 44 T24375015 PB1 6/16/21 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 per ANSI/TPI 1, Chapter 2. C - E 1Vr S x JUL 7 e 2021. � 3 yw. . BY: N o 6, . S A OF : 44/ Joaquin Velez E No.66i8 MiTek USA, In . FL 6¢rt 66 6904 Parke Ea Blvd. Tamp FL 33610 Date: June 16,2021 1 Velez, Joaquin v 1 of 2 RE: 2597871 - LOT 16/2 WATERSTONE Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2597871 Model: 2508 C 3CAR Lot/Block: 16/2 Subdivision: WATERSTONE Address: 8205 AMALFI CIRCLE,. City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T24375016 PB2 6/16/21 46 T24375017 PB3 6/16/21 2of2 Job Truss Truss Type City Ply LOT 16/2 WATERSTONE T24374972 2597871 A01 SPECIAL 5 1 Job Reference (optional) tiuucers mrstsource trtant t;lty, t-Lf, riam ury, ru - aJaor, O .. D -1I . — I LII I — II ..,, , y I D:?i YDfltmYJ1 NmupVDA3te2z4H2S-td6XEaeDpdz?14F1 mZ7GEect_w8XF2Y_R6gOMcz5g93 1-4- 5-3.0 8-10-8 14-11-8 21-0-0 25-4.0 29-8-0 35.8-8 41-10-15 46-7-4 8.0- -0- 6-0-8 4-4-0 4-4-0 6-0-8 6-2-7 4-8-5 -0-1 6.00 F12 5x6 4 3x6 5 ST1.5x8STP= 3 29 8-10- 19 1 2 3x4 = 18 22 21 20 3.6 4x6 = 2x4 11 6x8 = 3x6 i 30 5 5x6 = 3x6 = 5x6 = 6 31 732 3334 8 F��35 3x6 -Z�, A 9 38 39 17 16 40 41 15 14 42 43 13 3x8 = 3x8 = 3x8 = 4x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28 13-15 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT),-0.5013-15 >907 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 HOrz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 4-21: 2x4 SP No.3 BOT CHORD 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=-366/761, 3-4=-310/417, 4-5=-1385/843, 5-6=-1837/1250, 6-7=-1583/1214, 7-8=-1878/1327, 8-9=-2133/1362, 9-10=-3023/1620, 10-11=-3266/1758 BOT CHORD 2-22= 644/251, 21-22=-644/251, 19-21 =-1 949/939, 4-19= 1946/916, 16-18=-696/1623, 15-16=-712/1787, 13-15=-1133/2318, 11-13=-1452/2869 WEBS 4-18=-596/1610, 5-16=-17/251, 6-16=-228/615, 7-16=-449/289, 8-15=-283/664, 9-15=-784/566, 9-13=-91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-547/217, 3-21— 402/888 Scale = 1:90.1 5x6 -Z�- m 0 10 ST1.5x8STP= 6 36 11 9 12 ]o 0 IN 46 = PLATES GRIP MT20 244/190 Weight: 271 lb FT = 20% Structural wood sheathing directly applied, except 2-0-0 oc pudins (4-3-0 max.): 6-8. Rigid ceiling directly applied. Except: 3-9-0 oc bracing: 19-21 1 Row at micipt 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 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-&0, Extedor(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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �) 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. S) . 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 492 lb uplift at joint 2, 911 lb uplift at joint 11 and 1146 Ito uplift at joint 21. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16/2 WATERSTONE � �.► T24374973 2597871 A01A SPECIAL 1 1 Job Reference (optional) cuuoers rtrstaource trlani airy, rLl, rrant uny, rL-0000r, . I « — I .- I — — ..—....,, ,.. - _, , -,- . I D:? 1 YDfItmYJ 1 NmupVDA3te2z4H2S-pOEHfFgTLEDjGNPPt_9kJ3hDCktyj_THvQ97RUz5g91 1-4- 6-1-8 72-1 9.7-11 14.11.8 21-0-o 25-4-0 29-8-0 35.8-8 41-10-15 46-7-0 8-0- 4- 6-1-8 1 2-4-15 5.3-12 6-0-B 4-4-0 4-4-0 6.2-7 4-8-5 4-1 5x8 6 5 3x4 II 2x4 -� 4 ST1.5x8 STP = 303 Cn oI 1 2 4x6 38 23 22 4x6 = 6x8 = 6.00 12 3x6 i 31 7 5x6 = 3x6 = 5x6 = 8 32 933 3435 10 20 39 40 19 18 41 3x6 = 4x8 = 3x8 36 3x6 11 42 17 16 43 44 15 3x8 = 4x8 = 3x6 = 5x6 12 ST1.5x8STP= 37 7-2-12 6-1-8 6- -8 12.1-7 21-0-0 29-8-0 38-7-11 46-7-4 6-1-8 0- -0 4-10-11 8-10-9 B-B-O B-11-11 7-11-9 46 = Scale=1:90.1 13 a' 14 ro 0 IN LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.30 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT). -0.5215-17 >931 180 BCLL 0.0 Rep Stress [nor YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 270 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 Max Horz 2=419(LC 11) Max.Uplift 2=-379(LC 12),.13=-968(LC 12), 23=-1082(LC 12) Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/402, 3-4=-301/458, 4-6=-215/344, 6-7=-2494/1501, 7-8=-2223/1472, 8-9=-1949/1420, 9-10=-2084/1462, 10-11=-2362/1515, 11-12=-3249/1770, 12-13=-3485/1901 BOT CHORD 2-23=-376/122, 21-23=-2052/907, 4-21= 266/201, 20-21= 1035/2162, 18-20=-1086/2397, 17-18=-881/2123, 15-17=-1266/2521, 13-15=-1578/3063 WEBS 7-18=-416/405, 8-18=-323/768, 9-18=-343/212, 10-17=-349/783, 11-17=-782/563, 11-15=-93/584, 12-15=-329/340, 3-23= 169/344, 6-20=0/394, 6-21=-2730/1189 Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-0-4 max.): 8-10. Rigid ceiling directly applied. Except: 3-8-0 oc bracing: 21-23 1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21 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 p) 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. S) ' 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 379 lb uplift at joint 2, 968 lb uplift at joint 13 and 10B2 lb uplift at joint 23. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 9) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 1ERSTONE T24374974 2597871 A01B HIP 1 1 Job Reference (optional) Builders mrst5ource trlant U¢y, t-Lf, flan cny, r-L- aa001, o•��� «�� _� �. ••�� ��,, ,� ��� ��� ID:YuAUBcdPWCx6RhnNP_DwTzU6L_ IPM23xhjtsTRWhZo?PCCOUmakYXMBnxaMkeEVNz5g9? 1-4- 4-3.6 8.0-5 14-6-3 21-0=0 25-4-0 29-8-0 35-1-14 40-7-11 46-7-4 8-0- 4- 4-3.6 3.8-15 6-5-13 6.5-13 4-4.0 4-4-0 5-5-14 5-5-14 5-11-9 4-1 3x6 i ST1.5x8STP= 3 27 m 1 2 6 4x6 = 20 6x8 = Scale=1:90.1 5x6 = 3x6 = 5x6 = 6.00 12 6 29 31 73032 8 3x6 3x6 5 28 9 5x6 10 0 ST1.5x8 STP = 33 11 4 12 to O 18 17 16 34 35 15 14 36 37 13 IN 3x8 = 3x8 = 3x8 = 3x6 = 4x6 = 3x8 = 48 = 21-0-0 29-8-0 1 37-10-12 , 46-7-4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TIC 0.56 BC 0.94 WB 0.95 Matrix -AS DEFL. in (loc) Vdefl Ud Vert(LL) -0.27 15-17 >999 240 Vert(CT) -0.45 15-17 >999 180 Horz(CT) 0.09 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 277lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 `Except' 2-0-0 oc puriins (4-3-0 max.): 6-8. 4-20: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 7-15 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-204(LC 12), 20=-1058(LC 12), 11=-914(LC 12) Max Grav 2=252(LC 21), 20=2345(LC 17), 11=1781(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-225/301, 3-4=-351/854, 4-5=-1796/1065, 5-6=-1858/1198, 6-7=-1611/1175, 7-8=-1883/1268, 8-9=-2132/1318, 9-10=-2974/1589, 10-11=-3167/1663 BOT CHORD 19-20=-2168/1160, 4-19=-2058/1201, 18-19=-469/303, 17-18=-656/1767, 15-17=-677/1833, 13-15— 1042/2266, 11-13=-1344/2777 WEBS 3-19=-658/393, 4-18=-1003/2064, 5-18=-395/378, 6-17= 216/606, 7-17=-454/267, 8-15=-297/681, 9-15=-758/537, 9-13=-165/640, 10-13=-347/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 29-8-0, Extedor(2R) 29-8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 2, 1058 lb uplift at joint 20 and 914 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 ANS&TP11 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 16/2 WATERSTONE � T24374975 2597871 A02 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s jun 2 2uzi Mi I eK Industries, Inc. vied ,tun i o is;zi:zu zuz i rage i ID:71 YDfltmYJ1 NmupVDA3te2z4H2S-inToUdj_PTj917iB6gEgUvrsCLCwfkitg27KZGz5gBz 1-4- 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- 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 5x8 = 2x4 11 5x8 = 6 29 7 30 31 8 19 , 4x6 = 6x8 = Scale = 1:86.1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TIC 0.82 BC 0.93 WB 0.74 Matrix -AS DEFL. in (loc) Udefl Ud Vert(LL) 0.41 19-22 >257 240 Vert(CT) 0.34 19-22 >304 180 Horz(CT) 0.10 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 257 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.i BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except" 5-4-0 oc bracing: 17-19 4-19: 2x6 SP No.2 WEBS 1 Row at midpt 5-17, 6-16, 7-14, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8 Max Holz 2=403(LC 11) Max Uplift 2=-477(LC 12), 11=-772(LC 12), 19=-1137(LC 12) Max Grav 2=386(LC 23), 11=1663(LC 18), 19=2097(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/613, 3-4=-150/490, 4-5=-78/455, 5-6=-1743/1297, 6-7=-1765/1309, 7-8=-1765/1309, 8-9=-2530/1568, 9-11=-2662/1543 BOT CHORD 2-19=-610/190, 17-19= 1832/708, 16-17=-871/1438, 14-16= 749/1609, 12-14=-794/1664, 11-12=-1218/2278 WEBS 5-17=-2269/949, 5-16=0/493, 6-14=-139/657, 8-14=-107/296, 8-12=-361/847, 9-12=-394/496, 3-19=-308/504 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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, Exterior(2R) '21-0=0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. Z) 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 477 lb uplift at joint 2, 772 lb uplift at joint 11 and 1137 lb uplift at joint 19. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/r Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16/2 WATERSTONE T24374976 2597871 A03 SPECIAL 1 1 Job Reference (optional) tiuuders rlrstsource trtant Lary, t-Lj, riant Lacy, rL - aaaor, O.YOu S Il. «- I I.II I 1„- u 1 11. ­. , _ems , ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-A_1AizkcAnrON8HNgXlvO6O2plZWOEM02hsu5iz5g8y 1-4- 6-0-10 8-11-0 12-11-10 19-0.0 25.4-0 31-8-0 37-8-6 45-7-8 4• 6-0-10 2-10-fi 4-0.10 6.0-6 6-4-0 6.4-0 6-0-6 7-11-2 Scale=1:85.3 6.00 12 Sx6 2x4 11 5x6 = 6 29 3031 7 32 8 5x6 28 33 2x4 5 9 3z4 11 2x4 �� 4 34 4x6 10 3 ST1.5x8STP= 11 r 27 Io 17 0 C0 4x6 = 16 36 15 37 14 m 1 2 38 13 3912 N 35 16 3x6 = 4x8 = 3x8 = 3x8 = 3x6 5x8 II 19 46 = 6x8 = 8- -0 15-7-9 25.4-0 35-0-8 45-7-8 8-8.0 0- -0 6-8.9 9-8-7 9-8-7 10-7-0 Plate Offsets (X Y)-- [5.0-3-0 0-3-0] [6:0-4-0 0-2-8] [8:0-4-0 0-2-8] [11:0-6-0 0-0-6] [19:0-2-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.40 19-26 >258 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.34 19-26 >305 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 250 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except* 5-4-0 oc bracing: 17-19 4-19: 2x6 SP No.2 WEBS 1 Row at midpt 5-17, 6-16 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=362(LC 11) Max Uplift 11=-772(LC 12), 2=-479(LC 12), 19=-1135(LC 12) Max Grav 11=1650(LC 18), 2=381(LC 23), 19=2075(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-230/618,3-4=-108/494,4-5=-48/501,5-6=-1719/1261,6-7=-1978/1413, 7-8=-197811413, 8-9=-2463/1519, 9-11= 2615/1529 BOT CHORD 2-19=-615/181, 17-19=-1816f713, 16-17=-842/1352, 14-16=-793/1607, 12-14=-888/1777, 11-12=-1204/2233 WEBS 5-17=-2153/877, 5-16=0/537, 6-14=-2771793, 7-14=-374/383, 8-14=-138/369, 8-12=-251f705, 9-12=-325/425, 3-19=-301/498 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 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, Intedor(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. ,15) 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 772 lb uplift at joint 11, 479 lb uplift at joint 2 and 1135 lb uplift at joint 19. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16/2 WATERSTONE T24374977 2597871 A04 SPECIAL 1 1 Job Reference (optional) nuncers mrsmource trianl ury, rLl, rtani t'ny, rL - JJaOr, ..�.. ,,,,,, ,. , . ID:?i YDfitmYJ1 NmupVDA3te2z4H2S-6M9x7flsiO5jcSRloynN5XTOTZEIsAGJW?L_Aaz5g8w 1-4- 6-1-8 8-11-0 12-6-5 17-0-0 22-2-12 28-5.4 33-8-0 38-3-8 45-7-8 4- 6-1-8 2-9-8 3-7-5 4-5-11 5,-2-12 6-2-8 5.2-12 4-7-7 7-4-0 Scale=1:84.9 • 6.00 F12 5x6 = 3x6 = 5x6 = 5x6 6 31 7 3233 8 34 935 36 5x6 3x6 530 10 3x4 11 2x4 \\ 4 37 4x6 o 11 3 m ST1.5x8 STP = 12 29 16 c 19 9 w 1 2 4x8 = 18 3917 40 16 41 42 15 14 13 IN O 38 20 3xB 4x8 = 3x6 = 3x8 = 2x4 I I 5x8 I I 21 48 = 46 = 6x8 = 8-8-0 8- -0 17-0-0 25-4-0 33.8-0 38-3=8 45-7-8 0 0- -0 8-1-0 B-4-0 8.4-0 4-7-7 7-4-0 Plate Offsets (X Y)-- [5:0-3-0 0-3-0] [6:0-3-0 0-2-0][8:0-3-0,0-3-0],[9:0-3-0,0-2-0],[12:0-6-0,0-0-6],[15:0-3-4,0-0-0],[21:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.41 21-28 >255 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.35 21-28 >302 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 258 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 5-2-0 oc bracing: 19-21 2-20,12-15: 2x4 SP No.1, 4-21: 2x6 SP No.2 WEBS 1 Row at midpt 5-19, 7-18, 8-14 WEBS 2x4'SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8 Max Horz 2=321(LC 11) Max Uplift 12=-772(LC 12), 2=-476(LC 12), 21=-1138(LC 12) Max Grav 12=1619(LC 18), 2=353(LC 23), 21=2068(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-176/608, 3-4=-33/493, 4-5=0/489, 5-6=-1709/1253, 6-7=-1501/1197, 7-8=-2176/1481, 8-9=-2026/1380, 9-10=-2271/1451, 10-12=-2571/1503 BOT CHORD 2-21=-601/125, 19-21=-1808012, 18-19— 809/1171, 16-18=-1065/2024, 14-16=-1146/2133, 13-14=-1185/2192, 12-13=-1185/2192 WEBS 5-19=-2032/873, 5-18=-46/621, 6-18— 251/564, 7-18=-851/473, 7-16=-40/439, 8-14=-429/293,9-14=-347/743,10-14=-366/313,3-21=-299/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=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 jive 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 772 lb uplift at joint 12, 476 lb uplift at joint 2 and 1138 lb uplift at joint 21. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to 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 ANSM11 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 16/2 WATERSTONE t r T24374978 2597871 A05 SPECIAL 1 1 Job Reference (optional) tiu mers mrstbource (mare uty, ra), riani ugly, rL - a0001, 0.9Ov S J... L - 1 nn r wA a luumuoa, „I ­­ . oVo ID:?l YDfitmYJi NmupVDA3te2z4H2S-aZjJK_mUTiDaEcOyLglcelOZYyZzbW HSkf5Y1 z5g8v 1-4- 5-8-2 8-11-8 15.0-0 21-10-7 29-4.4 35.8-0 40.11-3 45-7-8 4- 5.8.2 3.3-6 6-0•B 6-10-7 7-5-13 6-3-12 5-3-2 4-8-5 Scale = 1:84.9 6.00 F12 5x8 = 5x6 = 3x6 = 5x6 = 5 29 30 6 31 7 32 33 8 5x8 28 >344i4 35 4x6 2x4 10 3, ST1.5xB STP= 11 Tr; 27 1�1 17 6 O 1 2 5x8 = 37 38 16 15 3940 14 41 42 13 12 0 IN 36 19 18 3x6 = 4x8 = 3x6 = 4x8 = 3x8 = 5x8 11 4x6 = 6x8 = 9-2-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.73 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC . 0.99 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORE BOT CHORD 2x4 SP No.1 'Except' BOT CHORE 4-19: 2x6 SP No.2, 15-17: 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS SLIDER Right 2x6 SP M 26 2-6-0 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=280(LC 11) Max Uplift 11=-770(LC 12), 2=-469(LC 12), 19=:1147(LC 12) Max Grav 11=1613(LC 18), 2=367(LC 23), 19=2041(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-221/613, 3-4=-44/453, 4-5=-89/600, 5-6— 1798/1271, 6-7= 2605/1633, 7-8=-2171/1397, 8-9=-2415/1448, 9-11=-2549/1553 BOT CHORD 2-19=-611/169, 17-19=-1818/770, 4-17=-345/349, 16-17=-804/1472, 14-16=-1275/2353, 12-14=-1367/2507, 11-12=-1249/2184 WEBS 5-17= 2004/742, 5-16=-348/1114, 6-16=-872/570, 6-14=-38/414, 7-12=-671/424, 8-12=-254/744, 3-19=-285/474 45-7-8 in (loc) Vdefl Ud PLATES GRIP 0.4019-26 >263 240 MT20 244/190 0.3419-26 >311 180 0.09 11 n/a n/a Weight: 243 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 5-4-0 cc bracing: 17-19 1 Row at midpt 5-17, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C 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(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 9) 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. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 770 lb uplift at joint 11, 469 lb uplift at joint 2 and 1147 lb uplift at joint 19. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 n A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1Tpl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 16/2 WATERSTONE t � T24374979 2597871 A06 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 a Jun 2 2021 Mi I ek Industries, Inc. Wed Jun 16 15:21:26 tun rage i ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-Wxr3lgol?JUITwAKT4L4jA5w5mlp3P?ICzafmvz5gel -1-4- 6-9-4 13-0.0 21-0.0 29-0-0 37-0-0 37- -0 42-0-0 !11 1-5 50-8-0 2-0- •4- 6-9-4 6-2-12 B.0.0 8.0-0 0 0.8-0 4-4-0 4-1-5 4.6-11 -4- 6.00 12 5x8 = 5x6 = 4 29 5 30 5x6 i 328 ST1.5x8 STPcc = 27 w 1 2 dga 20 19 35 18 4x6 = 2x4 11 5x6 = 5x8 = 36 5x8 = 31 6 32 17 3x6 = Scale: 1/8"=1' 3x4 11 5x6 = 7 8 Sx6 9 33 2x4 = w 10 ST1.5x8 STP = d 37 34 fO P4.G 0 1311 vcli 15 x6 — 12 6 16 5x6 11 46 3.00112 6-9-4 13-0.0 21-0.0 29-0-0 36.11-12 37-p-0 42-0.0 50-8-0 r 8-9.4 6-2-12 8-0-0 8-0.0 7-11-12 0- -4 5-0-0 8-8.0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-5-8,0-2-4], [5:0-3-0,0-3-4], [6:0-4-0,0-3-0], [8:0-3-0,0-2-0], [9:0-3-0,0-3-0], [11:0-0-14,Edge], [14:0-2-8,0-2-12], [18:0-4-0,0-3-0], LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-16: 2x6SP No.2 WEBS 2x4 SP No.3 CSI. DEFL. in (loc) Met] Ud TC 0.60 Vert(LL) -0.2218-19 >999 240 BC 0.78 Vert(CT) -0.3818-19 >999 180 WB 0.88 Horz(CT) 0.08 16 n/a n/a Matrix -AS REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2= 295(LC 10) Max Uplift 2=-815(LC 12), 16=-1275(LC 12), 11= 246(LC 12) Max Grav 2=1586(LC 17), 16=2618(LC 18), 11=379(LC 18) PLATES GRIP MT20 244/190 Weight: 295 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-7-0 oc bracing:14-16 WEBS 1 Row at midpt 4-18, 6-18, 6-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2779/1415, 3-4=-2153/1190, 4-5=-1828/1140, 5-6=-1828/1140, 6-7=-407/996, 7-8=-450/1024, 8-9=-508/1066, 9-10=-354/579, 10-11=-363/294 BOT CHORD 2-20=-1086/2644, 19-20=-1087/2638, 18-19=-659/2005, 17-18=-218/1039, 14-16=-2477/1437, 7-14=-366/385, 13-14=-480/601, 11-13=-256/349 WEBS 3-20=0/255, 3-19= 727/493, 4-19=-154/649, 5-18=-467/483, 6-18= 612/1171, 14-17=-269/1034, 6-14=-2211/1239, 8-14=-517/308, 9-14=-695/379, 9-13=0/352, 10-13=-6581527 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. It; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Intedor(1) 18-7-14 to 37-8-0, Extedor(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 52-0-0 zone;C-C for members t 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 815 lb uplift at joint 2, 1275 Ito uplift at joint 16 and 246 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3.3.6110 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16/2 WATERSTONE T24374980 2597871 A07C SPECIAL 1 1 Job Reference (optional) t3wiciers mrsi50Urce(mani ary, rLI, ream airy, rL .. ..��-...-.-.-.._• __-• - _ ID:71 YDfitmYJ1 NmupVDA3te2z4H2S-77PRy0oNIdc9531X1 osJGNe5NAeW orZuRdJCJMz5ges 1-4- 6.4-4 11-0-0 15-10-13 19-4-9 23-11-8 32-1.2 42-0-0 45-10-12 50-8-0 -4- 6-4-4 4-7-12 4-10-13 3.5-12 4-6-15 8.0-10 9-11-14 3-10-12 49.4 5x6 = 3x6 __ 5x6 = 3x6 __ 5x6 = 2x4 II 3x6 — 3x4 11 6.00 12 4 275 6 28 7 8 29 9 10 30 31 11 Scale=1:93.9 0 OO N 21 20 19 32 33 18 34 17 16 35 36 15 4x6 = 2x4 II 3x8 = 3x6 = 4xB = 3x6 = 6x8 = 4x8 = 3.0012 12 ST1.5xB STP = US 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. TIC 0.63 BC. 0.75 WB 0.92 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) -0.25 18-20 >999 240 Vert(CT) -0.44 18-20 >999 180 Horz(CT) 0.11 15 n/a n/a PLATES GRIP MT20 244/190 Weight: 284 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: 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= 1649/2738, 20-21=-1649/2798, 18-20=-1472/2572, 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=-1778/1016, 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 Exterior(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(1) 15-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -t to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSUTPI 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 282 lb uplift at joint 12, 1124,lb uplift at joint 15 and 844 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 Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown,.and is for an Individual building component, not '- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16l2 WATERSTONE 1 v T24374981 2597871 A08C SPECIAL 1 1 Job Reference (optional) rsullaers rlrstoource l,rlarm UIry, rLj, riant uny, rL- aaoor, o.— <-- ,.,, I ... - ..� .„ ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-TKygAMp?WwkOjDKjaVNYobBFlaxuXLK2fH31roz5gBr 18-8-1 - 1-4- 6-3-4 9-0-0 16-0-11 16 -0 23-0.0 29-11.5 37-0-0 42-0-0 46-5-4 50.8.0 -0- 6-3-4 2-8.12 7-0-11 0- -5 4-3.15 6-11-5 7-0-11 5.0-0 4-5.4 4-2-12 2.4-1 Scale = 1:93.9 5x6 = 3x6 _ 5x6 = 3x6 —_ 5x6 = 2x4 11 3x6 — 3x4 11 6.00 12 ,,,,,, ,\ 4 27 26 5 6 29 30 7 8 31 9 10 32 11 0 0 N 21 20 19 18 17 16 15 12 46 = 3x8 — 48 = 3x6 = 3x6 = 6x8 = 3.00 Ll2 ST1.5x8 STP = 4x8 = 3x6 9-0-0 16-4-0 18-8-1 27-4-0 36-1%0 37tp-0 42-0-0 _ 50-8-0 9-0-0 7-4-0 2-4-1 8-7-15 9-6-0 0- -0 5-0-0 8-8.0 Plate Offsets (X Y)-- [4.0-3-0 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 CST. DEFL. in (loc) I/defl Ud 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 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.49 19-21 >910 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.13 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 265lb 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, 8-14=-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, Exterior(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. 0) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .6) Bearing at joint(s) 12 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 267 lb uplift at joint 12, 849 lb uplift at joint 2 and 1131 lb uplift at joint 16. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16/2 WATERS TONE r � T24374982 2597871 A09C SPECIAL 1 2 Job Reference (optional) tlunaerS FlrstSOUrce (viam tiny, t•L), man1 Uiy, r'L - JJ00/, 0.4ou a dun c cvu rvu i on ,nuuowvo, i — rrcu uur, 11 1-1.v1 —. . oVo . ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-Pi4ab2rF2Y_kyXT6iwPOtOGb7NeA7E9L7bYsvgz5g8p 17-0-9 �r1-0-Q 7.0-0 12-1-2 16-0-0 16 4-0 21.11.0 i 26-10-7 31-9-13 37-0.0 40-0-12 43-5-0 4618-5 50-8-0 , 1-4-0 7-0-0 5-1-2 3-10-14 0-4 0 4-10-7 4-11-7 4-11-7 5-2.3 3-0-12 3-0-03-11-11 0-8-9 Scale=1:93.9 6 6.00 12 5x6 = 3x6 = 5x6 = 3x8 = 3x6 = 5x6 = 4x4 11 5x6 = 2x4 II 3x6 = 3x4 11 3 284 5 6 29 30 7 8 9 31 10 11 12 32 13 25 24 23 22 21 20 19 18 17 - 14 ST1.5x8 STP = 4x4 = 4x4 = 6x8 = 2x4 11 7xB = 4x4 = 7x8 = 3.00 Ll2 ST1.5x8 STP = 4x6 = 4x4 = 3x6 ZZ 17-0-9 7.0-0 12-1-2 16-0-0 164-0 21.11.0 26-10-7 31-91,3 36-1%0 37r0-0 43-5-0 50.8-0 5-1-2 3-10.14 0-4 0 4-10-7 4-11.7 411-7 5-0-3 0- -0 6-5-0 7-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.46 22 >955 240 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.47 22 >936 180 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 18 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 "Except' 15-16,14-15: 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8 Max Horz 2=281(LC 8) Max Uplift 14=-536(LC 5), 2=-1890(LC 8), 18=-3102(LC 8) Max Grav 14=807(LC 14), 2=3196(LC 13), 18=5167(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6542/3710, 3-4=-5919/3449, 4-5=-7792/4624, 5-6=-8395/5006, 6-7=-593B/3559, 7-8= 2811/1673,8-9=-988/1641,9-10=-1752/2831,10-11=-768/556,11-12=-736/524 BOT CHORD 2-25=-3399/5818, 24-25=-4624/7792, 22-24=-5006/8395, 21-22= 4665/7795, 20-21=-4665/7795, 19-20=-3548/5912, 18-19— 1588/2642, 16-18=-2028/1344, 9-16=-618/575, 15-16=-678/340, 14-15— 592l714 WEBS 3-25=-1192/2408, 4-25=-2379/1436, 4-24— 120/632, 5-24=-774/468, 6-21=0/313, 6-20=-2278/1357, 7-20= 626/1462, 7-19=-3788/2291, 8-19= 1286/2567, 8-18=-5317/3198, 10-1 6=-2493/1664,10-15=-834/1641, 11-15=-416/424, 12-14=-858l770, 5-22= 225/374, 6-22=-426/735 PLATES GRIP MT20 244/190 Weight: 603 lb FT = 20% Structural wood sheathing directly applied or 4-1-7 oc puriins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 16-18 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. A Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. .4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 14, 1890 lb uplift at :;ont1nWcF=daW2 lb uplift at joint 18 In Joaquin Velez PE No.68182 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16/2 WATERSTONE r T24374982 2597871 A09C SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1:1.461.1 Sdun z zuzl mi I eK mausines, Inc. Wed Jun i o I OZ i;30 262I rage z ID:zmbLkv5ELIDtgyehSMnND7z4_W x-Pi4ab2rF2Y_kyXT6iwPOtOGb7NeA7E9L7bYsvgz5gBp NOTES- 1 1)'Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up 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), 2-25=-20, 18-25=-42(F=22), 17-18=-42(F=-22), 15-16=-42(F=-22), 14-15=-42(F= 22) Concentrated Loads (lb) Vert: 25=-475(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and 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 Oily Ply LOT 16/2 WATERSTONE 1 T24374983 2597871 A10 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2U21 MI I eK Industries, Inc. wed Jun 16 1 b:21:32 2U21 rage 1 I D:41 YDfItmYJ1 NmupVDA3te2z4H2S-L5CKOksVa9ESBrdUpLSUzRLx_BNOT7ueavl z_Zz5g8n 4-9 6-1-12 29--88--00 333--08.-00 348-113-24483-41-48 -66 I 44-4-0 I 6.0-10 7xl0 = 6.00 6x8 = Scale = 1:79.6 JAY - It* 3x6 — 5x6 II 2x4 II 4x8 = 46 II 6-3-8 6.1-8 6- 8 14312 21.0-0 27-3-11 33-4-0 38-3-6 44-4-0 6-1-8 0- 0 8-0-4 6-8-4 6-3-11 6-0-5 4-11-6 6-0-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC' 0.70 Vert(LL) 0.18 14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.28 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 `Except* BOT CHORD 8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* 6-16: 2x4 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=38B(LC 11) Max Uplift 2=-303(LC 12), 22=-1113(LC 12), 11=-773(LC 12) Max Grav 2=276(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- 320/409, 3-5=-2415/1358, 5-6=-2034/1327, 6-7=-1831/1268, 7-8=-2320/1479, 8-9=-2313/1354, 9-10= 1639/905, 10-11=-1618/945 BOT CHORD 20-22=-2.018/1109, 3-20=-1871/1154, 19-20=-269/337, 18-19=-1108/2276, 16-18=-835/1903, 15-16=-798/1776, 8-15=-216/294 WEBS 3-19= 846/1955, 5-18=480/346, 6-1 8=-1 38/536, 7-16=-56/339, 7-15= 316/644, 12-15=-729/1540, 9-15=-298/847, 9-12=-1146l731, 10-12=-757/1535 PLATES GRIP MT20 244/190 Weight: 291 lb FT = 20% Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-10 max.): 6-7. Rigid ceiling directly applied. Except: 4-2-0 oc bracing: 20-22 10-0-0 oc bracing: 13-15 1 Row at micipt 3-19, 5-18, 6-16, 7-16 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 Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-6-9, 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) 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 303 lb uplift at joint 2, 1113 lb uplift at joint 22 and 773 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velaz PE No.66162 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7rP11 Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 1612 WATERSTONE t T24374984 2597871 All SPECIAL 1 2 Job Reference (optional) builders mrstbource Imam uty, t-L), ream uny, t-L - 06001, 0.9Ju J Jul l <.- 1- I I11���,llo�, ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-HUK50Pum6mU9RBntxmUy2sRJN_Sxl ww2DW42Sz5g81 ik 1-4- 4-0-0 5-8-4 9.7-13 14-2-1 -3-5 31-8-0 3.4-0 38-3-12 44.4-0 4- 4-0-0 1-8-4 3-11-9 N. Al4-9-15 7-3-5 5-4-11 1-8-0 4-11-12 6-0-4 6.00 12 5x8 = 2x4 11 5x6 = B 3334 9 35 10 34 i 3x4 6 5 4xB i 5x6 4 ST1.5x8STP= 3 31 4 m 1 2 7x10 = 23 4x4 = 27 26 25 3x6 = 4x4 = 3x4 11 4-0-0 , 6-4-11 , 9-7-13 14-2-1 4x4 = Scale=1:81.7 2x4 11 11 36 3x4 12 37 4x6 c 13 e m 18 5x8 — co o 40 N 17 41 16 15 14 2x4 11 3x8 = 3x6 11 38-3-12 44-4.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL, 1.25 TIC 0.52 Vert(LL) 0.39 25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.50 25 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.27 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 653 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc pudins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 2-25,14-17: 2x4 SP No.2, 11-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 24-26, 16-18 REACTIONS. (size) 2=0-8-0, 14=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=-1017(LC 12), 14=907(LC 12) Max Grav 2=2073(LC 17), 14=1950(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 3980/1974, 3-4=-9853/5014, 4-5=-6229/3240, 5-7=-4350/2380, 7-8=-3287/1922, 8-9=-2825/1790, 9-10= 2825/1790, 10-11=-2759/1755, 11-12=-2769/1635, 12-13=-1880/1060, 13-14=-1853/1093 BOT CHORD 2-27= 1917/3759, 26-27=-459/895, 4-24=-1387/2896, 23-24=-5068/9987, 22-23=-2891/5762, 21-22=-1985/4003, 19-21=-1407/3034, 18-19=-1111/2376, 11-18=-199/317 WEBS 3-24=-2675/5315, 5-23=-708/1628, 5-22=-2066/1063, 7-22= 484/1199, 7-21=-1415/839, 8-21=-535/1277, 9-19=-402/432, 10-19=-452/936, 10-18= 306/589, 15-18=-881/1764, 12-18=430/1160, 12-15=-1386/884, 13-15— 930/1803, 4-23=-4408/2271, 24-27=-192513793, 3-27=-2711/1469 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. K Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. .3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 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, Extedor(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 44-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Joaquin Velez PE No.68182 to the use of this truss component. MiTek USA, Inc. FL Celt 6634 6) Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd. Tampa FL 33610 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date: 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. June 16,2021 Continued on a e 2 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16/2 WATERSTONE 1 T24374984 2597871 All SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant Ulty, FL), Plant uty, t-L - 33bli/, 0.4au, jell L zuz 1 Ivll l tlR lI1UUJm—, 11 lli. vv. uul l l u uu ID:? 1 YDfItmYJ1 NmupVDA3te2z4H2S-HUK5QPum6mU9RBntxmUy2sRJN_Sx1 ww2DW 42Sz5g8l NCATES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1017 lb uplift at joint 2 and 907 lb uplift at joint 14. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ' a truss system. Before use, the building designer must verify the. applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16/2 WATERSTONE a r T24374985 2597871 Al2 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:36 2021 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-EsRrr5vOeOktgSxF2BWQ7HWeBohUPv2DVX?A7Kz5g8j 11-4-q 6-7-12 11-11-0 17-0-0 22-3.0 28-5-0 33-8-0 3B-9-0 44-4-0 1-4 r 6-7-12 5-3-4 5-1-0 5-3-0 6-2-0 5-3-0 5-1-0 5-7-0 5x6 = 6.00 F12 5x6 = 3x4 = 5x6 _ 28 29 6 30 7 31 32 8 Scale=1:79.6 i 12-XO 21 I 4x4 = 14 13 e 3x6 4x8 = 3x4 11 2x4 II 5x8 = 4x6 II = 11-11-0 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. TC 0.63 BC 0.88 WB 0.97 Matrix -AS DEFL. in Vert(LL) 0.47 Vert(CT) -0.61 Horz(CT) 0.29 (loc) I/defl Ud 20 >999 240 20 >866 180 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 304 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 4-21,8-13: 2x4 SP No.3, 17-19,15-17: 2x6 SP No.2 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3'ExcepY WEBS 1 Row at midpt 19-22, 4-18, 6-18, 7-15 19-22,10-11: 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=2080(LC 17), 11=1953(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3880/1920, 3-4=-5145/2690, 4-5= 3699/2047, 5-6=-3308/1941, 6-7=-3308/1920, 7-8=-2441/1499, 8-9=-2787/1613, 9-10=-1823/1019, 10-11=-1858/1082 BOT CHORD 2-22=-1824/3608, 4-19=522/1313, 18-19— 2353/4709, 16-18=-1664/3467, 15-16=-1525/3133, 8-15=-408/1025 WEBS 3-22=-1212l787, 19-22=-1923/3783, 3-19=-508/1090, 4-18=-1658/956, 5-18— 582/1371, 6-18=-395/183, 7-16=-123/598, 7-15=-1052/591, 9-12=-1408/876, 10-12=-917/1775, 9-15=-437/1215, 12-15=-833/1721 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 17-0-0, Extedor(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Extedor(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent waterponding. .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 1012 lb uplift at joint 2 and 901 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not '- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16/2 WATEFIST ONE � 1 T24374986 2597871 A13 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s uun 2 202i not t ex Incuslnes, Inc. vved Jun i o I5:2 1:0/ 2021 rage r ID:71 YDfItmYJ1 NmupVDA3te2z4H2S-i37D3RwePhsklcW Scut fgU3oZC1 gBOrNkBkkfmz5gBi 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 r 5 3 4 3-1-0 6-3-10 5•B-5 6-0-1 2-8-0 3-11-11 5x6 = __ Sx6 3x4 = 6.00 12 5 29 6 30 7 2x4 11 6x8 = 31 8 9 23 22 — 15 14 13 12 3x6 = 4x8 = 3x4 11 FZ550 2x4 11 6x8 = Scale=1:79.5 6x8 = 6-7-12 5-3.4 3-1-0 ' 9-1-12 Plate Offsets (X Y)-- [3.0-3-0 0-3-0] [5.0-3-0 0-2-0] [6.0-3-0 0-3-0] [9.0-6-0 0-2-8] [16:0-2-12 0-3-8] [18:0-1-12 8-IU-4 Z-6-u ' o-c-u 0-5-4] [20:0-5-12 0-4-12],[23:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) 0.50 21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.68 17-19 >775 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.35 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 305 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: 2x6 SP No.2 10-0-0 oc bracing: 20-22, 14-16 WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 20-23, 6-19, 7-16, 9-13, 10-12 20-23,9-16: 2x4 SP No.2, 11-12: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=266(LC 12) Max Uplift 2=-1012(LC 12), 12=-905(LC 12) Max Grav 2=2062(LC 17), 12=1939(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3828/1926, 3-4=-5046/2684, 4-5=-4070/2248, 5-6=-3668/2096, 6-7=-3916/2195, 7-8=-2916/1754, 8-9=-2888/1740, 9-10=-2041/1226 BOT CHORD 2-23=-1833/3543, 4-20=-539/1201, 19-20=-2321/4561, 17-19=-1994/4003, 16-17=-1883/3756, 8-16=-250/302, 12-13=-695/1233 WEBS 3-23=-1181/794, 20-23=-1938/3696, 3-20— 489/1029, 4-19— 1315/806, 5-19=-714/1569, 6-19= 572/288, 7-17=-70/490, 7-16=-1063/563, 13-16=-1032/2325, 9-16=-1442/2858, 9-13=-1848/971, 10-13=-250/853, 10-12=-2002/1204 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, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-1-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. .5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1012 lb uplift at joint 2 and 905 lb uplift at joint 12. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not t• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing.of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and 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 16/2 WATERSTONE T24374987 2597871 A14 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:39 2021 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-eR7_U7yuxJ6SXvfgkJ47lv85j?hOcHxgBVDrkfz5g8g 1-4- 6-10-5 11-11-0 1 -0- 19-6-4 26-6-10 33-4-0 37-8.0 44.4-0 1-4-0 6-10-5 5.0.11 1- 6-6-4 7-0-6 6-9.6 4.4-0 6.8-0 6.00 F12 " 2.4 11 4 5 2x4 II 29 6 30 31 5x6 = 4x6 = 6x8 = 32 8 9 23 22 " 3x8 = 14 13 12 11 3x6 = 5x6 = 2x4 11 6-10-5 11-11-0 19-9-5 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-22,8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 20-23: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=264(LC 12) Max Uplift 2=-1020(LC 12), 11=-923(LC 12) Max Gram 2=1725(LC 1), 11=1640(LC 1) Scale=1:81.1 2x4 II 2x4 11 48 = 3x6 II l 33.4-0 37-8-0 44.4-0 4-8.0 4-4-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.86 Vert(LL) 0.6617-19 >798 240 MT20 244/190 BC 0.93 Vert(CT) -0.8219-20 >647 180 WB 0.96 Horz(CT) 0.37 11 n/a n/a Matrix -AS Weight: 281 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: 20-22 WEBS 1 Row at midpt 9-12 JOINTS 1 Brace at Jt(s): 15 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=-1681/1126, 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. .4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1020 lb uplift at joint 2 and 923 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to 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 Jab Truss Truss Type Qty Ply LOT 16/2 WATERSTONE , T24374988 2597871 A15 MONO HIP 1 1 Job Reference (optional) tiuuaers rlrsrJOUrce triant ldty, rL/, riant L,ny, rL- -OaVW, ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-6ehMhTzxicEJ93E1 H1 bMH7gLxPO7Lm2pQ9zOG5z5g8f 1-4- 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=1:78.1 5x6 = 3x4 = 5x6 = 5x6 = 44 = 2x4 11 4 5 23 624 725 8 26 9 17 16 _. -- - — - - 10 2x4, 11 5x6 = 3x4 = 3x4 = 4x4 = 6xB —_ 3x6 = 3x8 = 4x6 = 19-5-11 27-8-0 , 35-10-4 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 Code FBC2020ITP12014 CSI. TIC 0.58 BC 0.97 WB 0.78 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d 0.44 13-14 >999 240 -0.68 14-16 >778 180 0.19 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 "Except` BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-11, 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10=-941(LC 12), 2=-10.15(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1606, 5-6= 3768/1950, 6-7=-3557/1801, 7-8=-2333/1150 BOT CHORD 2-17=-1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772, 11-13=-1654/3139, 10-11=-895/1655 ' WEBS 3-16=-570/416, 4-16=-492/1224, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382, 7-13=-270/768, 7-11=-1268/805, 8-11=-574/1494, 8-10=-2309/1265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 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 11-0-0, Exterior(RR) 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) 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 941 lb uplift at joint 10 and 1015 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16/2 WATERSTONE a e T24374969 2597871 A16 MONO HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 rim I eK Industries, Inc. Wed dun 16 t a:z I.42 2021 rage 1 ID:71 YDfItmYJ 1 NmupVDA3te2z4H2S-2Op668_nDEV1 ONOPPSdgNYmcoDm9pdN6tTSVL_z5g8d 1-4- 6-4-1 9-0.0 15-4-15 22-5-11 30-10-5 37-11-2 44.4-0 1-4.02-7-15 6-4-15 7-0-13 8-4-9 7-0-13 6-4-14 5x6 = 3x4 = 5x6 = 5x6 = 6.00 F12 4 22 235 24 6 25 7 26 3x6 = 9.0-0 3x6 = 8 27 Scale=1:78.1 3x4 11 16 15 14 13 12 11 10 3x8 = 5x6 WB= 0111A LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max.Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2=-1023(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) 3x4 = 3x4 = 4x6 = 26-8-0 4x4 = 44-4-0 6xB = CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.81 Vert(LL) 0.5813-14 >912 240 MT20 244/190 BC 0.74 Vert(CT) -0.7413-14 >715 180 WB 0.98 Horz(CT) 0.20 10 n/a n/a Matrix -AS Weight: 229 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=-3B23/2296, 6-7=-376B/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 =-1 194/837, 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, Exterior(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) 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 934 lb uplift at joint 10 and 1023 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 16/2 WATERSTONE T24374990 2597871 A17 Half Hip Girder 1 2 Job Reference (optional) sunders rlrstbource (mant uty, FL), rlant uty, t-L - asbb/, n.vau s Jun 4 ZUZ 1 ,vo , UK Inuusules, 111G. vvtlu dull 1 O Iu.L,.4. Gu., —9. , ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-xn2dyW 1 HHS?St_jAeHimXOwLdgEmlWJho40iUlz5g8Z r1-4-q 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 , 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 6x8 = 7x8 = 7xB = 6.00 12 3 22 4 23 24 5 25 26 6 27 28 29 730 31 32 8 33 34 35 9 36 37 Scale=1:78.1 2x4 II 10 38 1139 19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 ST1.5x8 STP = 7xB = 7x8 = 6x8 = 46 = 12-6-8 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 NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 17-9=8 5-3-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TIC 0.63 Vert(LL) 0.5716-17 >931 240 MT20 244/190 BC 0.31 Vert(CT) -0.6516-17 >817 180 WB 0.60 Horz(CT) 0.12 12 n/a n/a Matrix -MS Weight: 591 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-7 oc bracing. Max Horz 2=276(LC 8) Max Uplift 12=-2052(LC 5), 2=-1875(LC 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6=-9762/5973, 6-7=-10094/6180, 7-8=-9288/5686, 8-9=-7365/4499, 9-10=-4313/2612 BOT CHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17= 6291/10127, 15-16=-6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-1 9=-1 344/2504, 4-19— 2552/1659, 4-18=-992/1853, 5-18=-158511136, 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 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 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; 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; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 -5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x4 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 :ontinued on a e 2 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 16/2 WATERSTONE r T24374990 2597871 A17 Half Hip Girder 1 2 Job Reference (optic Builders FirstSource (Plant Ulty, FL), Plant laty, FL - 33bbi, O.'IOu J uull < -41 wll 1 tl. 111Y '{110J, 111- U.1 "', , 't'- ID:?1 YDfitmYJ1 NmupVDA3te2z4H2S-1m2dyW 1 HHS?St_iAeHimXOwLdgEml W Jho40iUIz5g8Z N4TES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at 9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb up at 15-0-12, 91 lb down and 168 lb up at 17-0-12, 91 lb down and 168 lb up at 19-0-12, 91 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 44-24 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-54, 3-11=-54, 2-12=-20 Concentrated Loads (lb) Vert:3=-91(B) 11=-145(B) 12=-61(B) 19= 323(B) 5=-91(B) 16=-41(B) 8=-91(B) 13- 41(B) 22=-91(B) 23=-91(B) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B) 28=-91(B) 30=-91(B) 31=-91(B) 32= 91(B) 34=-91(B) 35=-91(B) 36=-91(6) 37- 91(B) 38=-91(B) 39=-91(B) 40=-41(B) 41=-41(B) 42=-41(B) 43= 41(B) 44=-41(B) 45=-41(B) 46=41(B) 47=-41(B) 48=-41(B) 49=-41(13) 50= 41(B) 51=-41(B) 52=-41(B) 53=-41(B) 54=-41(B) 55=-41(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16/2 WATERSTONE T24374991 2597871 B03 COMMON SUPPORTED GAB 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, b.43U s Jun 2 ZU21 MI 1 ek Industries, Inc. Wed Jun i b 1 b:z1:4b tun rage I ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-tAANMC3Yp4FA6lr7JikEcpOiEdzxDY7_GOvpYez5gBX r -1-4-0 9.4-0 18-8-0 20-0-0 1.4.0 9-4-0 9.4-0 1-4-.0 Scale=1:37.5 4x4 = m Io 3x4 = bxb — 18.8-0 Plate Offsets (X Y)-- [2:0-3-8 Edge] [2:0-2-8 Edge] [12:0-3-8 Edge] [12:0-2-8 Edge] [17:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud 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/TPI2014 Matrix-S Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0. (lb) - Max Horz 2=220(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 14 except 2=-303(LC 12), 12=-303(LC 12), 18=-112(LC 12), 19=-132(LC 12), 16=-112(LC 12), 15=-132(LC 12) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 16, 15, 14 except 2=255(LC 1), 12=255(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7= 98/342, 7-8=-97/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3E) -2-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 9-4-0, Corner(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. 17) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 10) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14 except Joaquin Velez PE No.68182 Qt=lb) 2=303, 12=303, 18=112, 19=132, 16=112, 15=132. MiTek USA, Inc. FL Cott 6634 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16/2 WATERSTONE T24374992 2597871 B04 COMMON STRUCTURAL GA 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, t3.43u s dun z zuzi MI i ex industries, inc. vveu dun r o ra:c I :ya tic r rdye i I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-LMkmaY3AaNN1 kSQIJQFT9OYspl9Lyww8U2eN44z5g8W 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 m 01 46 = 6.00 12 3x4 = 5x8 = 13 5x8 = 3x4 11 Scale=1:55.8 m I4 6 10-3-5 18-3-8 18-A-11 28-8-0 r 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], [8:0-4-0,0-2-1], [13:0-2-0,0-1-8], [13:0-4-0,0-3-0], [14:0-2-0,0-0-2], [14:0-4-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 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/TP12014 Matrix -AS Weight:201 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except Qt=length) 2=0-8-0. (lb) - Max Horz 2=322(LC 11) Max Uplift All uplift 100 lb or less at joints) 12, 10 except 2=-513(LC 12), 13=-740(LC 12), 8=-298(LC 12) Max Grav All reactions 250 lb or less at joints) 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, f2-13=-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: ASIDE 7-16; Vult=160mph' (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-4-0, Extedor(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/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 ive loads. 8) ' 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, with BCDL = 10.Opsf. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion Joaquin Velez PE No.68182 protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this MiTek USA, Inc. FL Cert 6634 design. Building designer to verify suitability of this product for its intended use. 6904 Parke East Blvd. Tampa FL 33610 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except Date: (jt=lb) 2=513, 13=740, 8=298, 8=298. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum June 16,2021 sheetrock be a lied directl to the bottom chord. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek8 connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 16/2 WATERSTONE T24374993 2597871 B05 COMMON 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, e.430 s uun z zuz I m1 I eK Industries, Inc. Wed our, I O 15:2 1.D 1 202 ago ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-II rW?D5Q6?dlzmaBRrHxEReCUrtSQjbRyM7T9zz5g8U r 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 1-451 co �I 0 46 = 6.00 12 Scale=1:51.9 3x4 = 2x4 11 3x4 = 3x8 = 2x4 11 3x4 = 14-4.0 28-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.62 BC 0.60 WB 0.85 Matrix -AS DEFL. in (loc) I/dell Ud Vert(LL) 0.15 11-14 >999 240 Vert(CT) -0.20 11-14 >999 180 Horz(CT) 0.07 6 n/a n/a PLATES GRIP MT20 244/190 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, 6=0-8-0 Max Horz 2=-322(LC 10) Max Uplift 2=-711(LC 12), 6= 711(LC 12) Max Grav, 2=1133(LC 1), 6=1133(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1881/1197, 3-4=-1293/968, 4-5=-1293/968, 5-6=-1881/1197 BOT CHORD 2-11=-893/1698, 9-11=-894/1695, 8-9=-911/1631, 6-8=-910/1635 WEBS 4-9=-428/746, 5-9=-731/563, 5-8=0/300, 3-9=-730/563, 3-11=0/300 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 14-4-0, Exterior(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 of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit, between the bottom chord and any other members. *6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711, 6=711. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ,A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSbTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16/2 WATERSTONE T24374994 2597871 B06C Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43u s uun z zuzi MI I eK industries, Inc. vied uun i o i5:2 i:az ZVL r raye r I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-mxPuCZ62tIIcbv9K_YpAnfAO3FCu9CkaBOt1 hPz5g8T 7-3-11 13-6-8 15-1-8 21-4-5 28.8-0 30-0.0 1-4-0 7-3-11 6-2-13 1-7-0 6-2-13 7-3-11 1-4-0 m 0 Scale=1:52.6 4x6 = 4x6 = 6.00 12 4 2x4 11 3x4 = 3x4 = 2x4 11 3x4 = 3x4 = 3x4 = 15-1-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.57 BC . 0.58 WB 0.73 Matrix -AS DEFL. in Vert(LL) 0.14 Vert(CT) -0.19 HOrz(CT) 0.07 (loc) I/deft Ud 9-19 >999 240 9-19 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 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, 7=0-8-0 Max Horz 2=307(LC 11) Max Uplift 2=-711(LC 12), 7=-711(LC 12) Max Grav 2=1133(LC 1), 7=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1886/1170, 3-4=-1331/950, 4-5=-1120/927, 5-6=-1331/950, 6-7=-1886/1170 BOT CHORD 2-13=-859/1703, 11-13— 860/1699, 10-11=-437/1120, 9-10=-891/1635, 7-9=-890/1639 WEBS 3-13=0/295, 3-11=-713/533, 4-11=-231/378, 5-10=-231/378, 6-10=-714/532, 6-9=0/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 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 13-6-8, Exterior(2E) 13-6-8 to 15-1-8, Exterior(2R) 15-1-8 to 20-9-6, Interior(1) 20-9-6 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=711,7=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. m I� 0 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16/2 WATERSTONE T24374995 2597871 B07C Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 6-1-7 r_ 11-6.8 0 6-1-7 5-5-1 co �I 0 3x4 = 4x6 = sx6 = 2x4 11 3x4 = 5x6 = 11-6-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.61 TCDL 7.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr YES WB 0.54 BCDL 10.0 Code FBC2020TrP12014 Matrix -AS 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=1302(LC 17), 8=1305(LC 18) 8.430 s Jun 2 2UZ1 MI I ek Industries, Inc. Wed Jun 16 16:2i:53 zuzl r I D:ZzuNOAdEBoQdU2OW uKTi6czi Ulk-E8zGQv7gectTD3kW YFKPJsjYBeUpuitjPgcaDI 6-6-12 4x6 = 3x4 = DEFL. in (loc) Udefl Ud Vert(LL)-0.1810-19 >999 240 Vert(CT)-0.3610-19 >953 180 Horz(CT) 0.07 8 n/a n/a Scale = 1:52.8 4x4 = PLATES GRIP MT20 2441190 Weight: 153 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=-2209/1307, 3-4=-1649/1085, 4-5=-1435/1072, 5-6=-1621/1230, 6-7=-1963/1264, 7-8=-2105/1267 BOT CHORD 2-13=-1038/2150, 12-13=-1038/2150, 11-12=-631/1572, 10-11=-484/1323, 8-10=-960/1827 WEBS 3-12=-673/470, 4-12� 166/405, 5-11=-613/472, 6-11=-511/842, 6-10=-411/883, 7-10=-447/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 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 11-6-8, 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. • 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711,8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. m I1T a Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33.610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �'- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 1ERSTONE e T24374996 2597871 BOBC Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.4;30 s jun z tun Mi r ex inausines, aw. vv Wow i 16 1521:09 GVG 1 Kayo 1 ID:ZzuNOAdEBoQdU20W uKTi6cz1 Ulk-iKXfdF7JPw7KgDJj6zres4Gjw2oHd55teKM7mHz5g8R 1-4-0 5-2-15 9-6-8 10-10-7 15-0-0 21-6-12 28.8-0 30-0-0 1-4.0 5-2-15 4-3-9 1-3-15 6-6-12 7-1-4 1.4-0 4x4 = Offsets 9.6-8 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 FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1307(LC 17), 8=131 O(LC 18) 46 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 28-8-0 CSI. DEFL. in (loc) Udefl L/d PLATES TC 0.61 Vert(LL) -0.31 10-12 >999 240 MT20 BC 0.97 Vert(CT)-0.5010-12 >687 180 WB 0.80 Horz(CT) 0.07 8 n/a n/a Matrix -AS Weight: 145 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2187/1428, 3-4=-1899/1222, 4-5=-1689/1190, 5-6=-1948/1440, 6-7=-1989/1299, 7-8=-2131/1301 BOT CHORD 2-13=-1177/2150, 12-13=-836/1843, 10-12— 517/1326, 8-10=-958/1848 WEBS 3-13=-371/398, 4-13=-219/536, 5-12=-837/691, 6-12=-644/1028, 6-10=-410/931, 7-10=-442/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-6-8, Extedor(2E) 9-6-8 to 10-10-7, Interior(1) 10-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. -4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. • 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711,8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale=1:52.8 GRIP 244/190 FT = 20% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PI1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply LOT 16/2 WATERSTONE • T24374997 2597871 B09 ROOF SPECIAL 1 1 Job Reference (optional) Builders Ftrstbource (F9ant City, FL), Flan uty, FL - 3Jbbf, 0.41JU 5 Jun a eue I IVII I UK uluuburoJ, IIIU. VVUU Jul I I U lu I LVL 1 rayr: 1 ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-AW 51 gb8x9D7BSNuvggMtOHotHS8dMZIOt_5hlkz5g8Q 1-4-0 7-6-8 8-10-7 15-0.0 22.0.5 28-8-0 30-0-0 1-4-0 7-6.8 1-3-15 6-1-8 7-0-6 6.7-11 1-4-0 Scale=1:52.6 5x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 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. TIC 0.70 BC 0.97 WB 0.74 Matrix -AS DEFL. Vert(LL) Vert(CT) HOrz(CT) in (loc) Well Ud -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=1310(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2086/1289, 3-4=-1874/1296, 4-5= 2027/1372, 5-7— 1969/1242, 7-8=-2162/1302 BOT CHORD 2-13=-997/2022, 12-13=-1055/2159, 10-12= 510/1335, 8-10=-990/1885 WEBS 3-13=-218/618, 5-12=-560/1037, 5-10=-348/893, 7-10=-455/500, 4-12— 663/623, 4-13=-492/230 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 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 7-6-8, Exterior(2E) 7-6-8 to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and 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 2-070 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 8=711. • 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply LOT 16/2 WATERSTONE + T24374998 2597871 810 �Qty ROOF SPECIAL 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, B.43u s .1un z zuzi m1 I eK inousines, Inc, Wed dun I o r a:z r:oo ct/c r rdye I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-ejfP2x9ZwXG24XT5DOt6xUL2psUi5_NA5erEgAz5g8P e 1-4.0 i 5-6-8 6-10-7 10-3-5 10 11r3 15-0-0 22-0-6 28-8-0 30-0-0 i 1-4-0 5-6-8 1-3-15 3.4-14 0-7-14 4-0-12 7.0.6 6-7-10 3x4 = 3x4 = 0-7 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 Gram 2=1307(LC 17), 9=1308(LC 18) 4x6 = 3x10 = 3x4 = 3x4 = 10-3-5 19-6-14 1 22-9-12 , 28-B-0 3x4 Zzz- Scale = 1:52.6 CS11. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.65 Vert(LL) -0.31 11-13 >999 240 MT20 244/190 BC 0.98 Vert(CT)-0.5211-13 >656 180 WB 0.88 HOrz(CT) 0.07 9 n/a n/a Matrix -AS Weight: 145lb 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=-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: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-6-8, Exterior(2E) 5-6-8 to 6-10-7, Intedor(1) 6-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. •5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100.lb uplift at joint(s) except (jt=lb) 2=711, 9=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. .5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord only. Additional temporary and permanent bracing MiTek" prevent members is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16/2 WATERSTONE T24374999 2597871 Bit ROOF SPECIAL 1 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, I-L - 33567, tl.43u s.dun z zuz7 MI I eK incusmes, inc. vveu gun i o I o:z i ao zce i raye r ID:ZzuNOAdEBoQdU2OW uKTi6cz1 Ulk-b5m9TdApSBW mJgcULpvaOvQMefBTZykTZyKLv3z5gBN 1-4-0 3.6-8 4-10-7, 7-11-8 15-0-0 22.0.5 28-8.0 30-0-0, 1-4-0 3.6-8 1-3-15 3-1-1 7-0-8 7-0-6 6-7-11 1-4-0 Scale=1:52.6 5x6 = 3x4 = 4x8 = 3x4 = 3x4 = 3x4 = 3x4 3-6-8 4-10-7 6-2-5 1%.5;1 19-6-14 23-5-11 28-8-0 1-3-15 1-3-14 4-2-12 9-1-13 3-10-13 5-2.5 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 0.75 Vert(LL) -0.30 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.50 11-13 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 142 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Hom 2=308(LC 11) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1305(LC 17), 9=1307(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-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=-1103/2265, 1 3-14=-1 126/2342, 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: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C 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 (jt=lb) 2=711, 9=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 © WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to 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 ANSVTPIr 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 16/2 WATERSTONE' T24375000 2597871 B12 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ts.4JU 5 Uun Z ZUZ 1 Ivn 1 UK IHUUbUlUb, 111U. vreu Dui 1 10 I-1.aa — I r a5o ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-3HKYgyBRDSecx_BgvW RpZ7zZ13XOINgcoc3uRVz5g8M 1-4-0 1-6-8 2-10-7 6-2-13 10-3-5 1%.01Q 21-5-2 25.6-8 1-4-0 1-6-8 1-3-15 3-4.6 4.0-8 4-8-10 6-5-2 4-1-6 Scale: 1/4°=l' 4x4 = 3x4 = 3x10 = 3x10 = 4x4 = 3x4 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL e Plate Grip DOL 1.25 TIC 0.58 Vert(LL) 0.29 11-13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.4811-13 >640 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Horz 2=269(LC 7) Max Uplift 2=-651(LC 8), 10=-530(LC 8) Max Grav 2=1009(LC 13), 10=1057(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1792/906, 3-4=-2774/1341, 4-5=-3410/1703, 5-6=-1745/881, 6-7= 1791/1036, 7-8=-1260/736 BOT CHORD 2-14=-870/1747, 13-14=-1043/2148, 11-13=-376/1004, 10-11=-512/998 WEBS 3-14=-638/1464, 4-14=-1546/835, 5-14=-609/1313, 5-13=-571/433, 6-13=-286/307, 7-13=-520/1154, 7-11=-78/364, 8-10=-1333/693 PLATES GRIP MT20 244/190 Weight: 144 lb FT = 20% Structural wood sheathing directly applied or 2-11-8 oc puriins, except end verticals. Rigid ceiling directly applied or 6-1-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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=651, 10=530. 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. 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) t2 1� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building. design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB-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 Ply LOT 1612 WATERSTONE � t T24375001 2597871 C1 Jack -Open �Qty 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:59 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-3HKYgyBRDSecx_BgvW RpZ7ze73kwlYscoc3uRVz5g8M 0-11-4 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 9 Plate Grip DOL 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 Horz 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. 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: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FIL 33610 Date: June 16,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 16/2 WATERSTONE t T24375002 2597871 C3 Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s dun z zun MI I ex Inausmes, inc. vveu dun ro 1 o:ccw 204 i rage 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-XUuwuIC3_mmTY8mtSDy25KVptT1 K1?61OGpSzxz5g8L 2-11-4 1-4.0 2-11-4 Scale=1:12.7 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP . Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=245. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not '- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waidod, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16l2 WATERSTONE T24375003 2597871 C5 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 3x4 = 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:22:01 2021 Page 1 I D:zmbLkv5ELIDtgyehSMnND7z4_W x-?gS15eDil3uKAIL3OxTHeY2wutJvmRLvFwY? W Nz5gBK 4-11-4 1 4-11-4 Scale=1:17.6 Plate Offsets (X Y)-- [2.0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 244/190 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/TP12014 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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=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. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 16/2 WATERSTONE i r T24375004 2597871 D01 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, t1.4au s Jun z zuzi mi I eK Inausmes, Inca Wed Jun I u I a:zz:uz 202 i raye I ID:zmbLkv5ELlDtgyehSMnND7z4_W x-TsOgl_EKW NOBoSwFae_W Blb4sHcdVIW 2Ualz2gz5g8J _ -1-4-o 5-3-12 8-8-0 20 15-7-5 22-0-0 23.4.0 1.4.0 5-3-12 3-4-4 0-4- 6-7-5 6.4-11 1-4-0 co �1 7x8 IJ 3A 0 = 2x4 11 9-0-0 8-0-0 8-8-01 15-7-5 I 21.8-0 22-0r0 7-8-0 0.8-0 6-7-5 1310-11 0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.21 11-12 >773 240 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.18 11-12 >883 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Scale=1:45.2 m 014 o a N PLATES GRIP MT20 244/190 Weight: 126 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: 9-13: 2x4 SP No.2 6-2-0 oc bracing: 12-14 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-7-10, Right 2x4 SP No.3 3-2-5 REACTIONS. (size) 14=0-4-0, 9=0-3-8, 2=0-4-0 Max Horz 2=434(LC 11) Max Uplift 14=-731(LC 12), 9= 762(LC 12), 2=-592(LC 12) Max Grav 14=853(LC 1), 9=555(LC 22), 2=405(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 389/1291, 4-5=-168/406, 5-7=-178/363, 7-9=-466/1554 BOT CHORD 2-14=-382/189, 12-14=-1040/327, 5-14=-314/43, 11-12=-1220/469, 9-11 =-1 220/469 WEBS 4-14=-246/516, 7-11=-721/261, 7-12=-545/1448 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, Extedor(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) All plates are 3x4 MT20 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=731, 9=762, 2=592. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSI?Pll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 16/2 WATERSTONE • r T24375005 2597871 D01 S MONO TRUSS 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industnes, Inca Wed Jun 16 15:zz:03 2U21 rage 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-x3a2W KEyHhB2PcVRBMVIjz7FfguyEIQCiEl6aGz5g81 1-4-0 6.0.10 6-10-0 1-4-0 6.0-10 2-9-6 2x4 II Scale=1:29.4 4x4 4- 7-11-8 8-10-0 4- 7-7-8 0-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.36 6-10 >264 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.31 6-10 >301 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-3-8 Max Horz 2=332(LC 12) Max Uplift 2= 404(LC 12), 6— 408(LC 12) Max Grav 2=388(LC 1), 6=326(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/169 BOT CHORD 2-6=-495/202, 5-6=-495/202 WEBS 3-5=-300/736 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-4 zone; cantilever left exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=40416=408. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 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 16/2 WATERSTONE T24375006 2597871 D02 GABLE 1 1 Job Reference (optional) 8ullders I-trst5ource (Plant tarty, rL), Plan[ lorry, rL - JJbbf, 0.4Ju b lull < 41 11- .u„ .«.oUo ID:zmbLkv5ELIDtgyehSMnND7z4_W x-PF8RjgFa2_Gv114eh30_GAgLO4JgzhPLxunf6iz5g8H 1-4.0 6-0-10 8.8-0 9 0 15-0-0 22-0.0 23-4-0 r 1.4-0 6-0-10 2-7.6 0.4- 6-0-0 7-0-0 CO j1 US II Scale=1:43.2 Im o q a o N 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201TPI2014 CSI. TC 0.93 BC 0.64 WB 0.49 Matrix -AS DEFL. in Vert(LL) 0.18 Vert(CT) 0.16 Horz(CT) 0.03 (loc) Vdefl Ud 8-10 >865 240 8-10 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 145 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 6-9-0 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=423(LC 11) Max Uplift 8=-778(LC 12), 2=-557(LC 12), 14=-748(LC 12) Max Grav 8=585(LC 1), 2=391(LC 21), 14=811(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-245/479, 4-5=-188/450, 5-6=-217/455, 6-8=-680/1632 BOT CHORD 11-13=-1054/336, 5-13=-267/54, 10-11=-1372/561, 8-10=-1350/560 WEBS 6-10=-709/257, 6-11=572/1531, 4-13=-269/527 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., GCpj=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 23-4-0 zone; cantilever left and right exposed ; parch 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 3-670.tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 Joaquin Velez PE No.68182 suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion MiTek USA, Inc. FL Cent 6634 protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this 6904 Parke East Blvd. Tampa FL 33610 design. Building designer to verify suitability of this product for its intended use. Date: 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=778, 2=557, 14=748. June 16,2021 Continued on Daae 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANS11TPll 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 16/2 WATERS TONE ♦ T24375006 2597871 D02 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, m43u s dun z euz I MI r eK Inuu51ne5, 111u. vveV dun 10 10;44;V4 LVG 1 rnyn c ID:zmbLkv5ELl DtgyehSMnND7z4_W x-P FBRjgFa2_Gv114eh30_GAgLO4JgzhPLxunf6iz5g8H NOTES- 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 - 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 Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' design. prevent is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply LOT 16/2 WATERSTONE t l T24375007 2597871 E7 JACK -OPEN �Qty 37 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s ,lun 2 2021 Mi I ex Industries, Inc. Wed dun 16 1 a:zcuo zuz t rage r I D:YARgCUhM7owkVEMpPNjefGzAwvz-tRhpxOGCplOmfvfgFnYDoODW AUafi FLUAYW Df9z5g8G Y -1-4-0 7-0-0 1.4.0 7-0.0 2 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 7.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. Scale=1:23.1 7-0-0 DEFL. in (loc) Vdefi Ud PLATES GRIP Vert(LL) 0.22 4-7 >376 240 MT20 244/190 Vert(CT) -0.21 4-7 >390 180 Horz(CT) -0.01 3 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-1.1-4 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 jive load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=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. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Duality Criteria, DSB-09 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 Ply LOT 16/2 WATERSTONE �Qty T24375008 2597871 E7V Jack -Open 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33bb/, o.wau s dun Z ZUL 1 Iv11 I eK II IUUbUivo, 11— YYOu Jun 1 u 1 acc.w we , aV. ID:YARgCUhM7owkVEMpPNjefGzAwvz-McFB8MHgabW dG3DOpU3SLblg8uvD RibePCGmBbz5g8F 1-4-0 7.0-0 7-0-0 m N 44 O n Scale=1:22.9 Plate Offsets (X Y)-- [2:0-2-7 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl 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/TP12014 Matrix -AS Weight: 25 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2= 210(LC 12) Max Gram 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 Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 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. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIr 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 1612 WATERSTONE 4 � f t T24375009 2597871 E7VA Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 a 3x4 8.430 S Jun 2 2021 MI I eK InauStneS, Inc. vve0 Jun 16 16:22:06 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-McFBBMHgabW dG3DOpU3SLblpwuOcRibePCGmBbz5gBF 7-0-0 7-0-0 Scale=1:22.9 6-1-8 6-1-8 7-0-0 0-10.8 Plate Offsets (X Y)-- [2:0-1-15 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 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 Stresslncr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-120(LC 12), 2=-195(LC 12), 5=-46(LC 12) Max Grav 4=126(LC 17), 2=361(LC 1), 5=226(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-737/709 BOT CHORD 2-6=-996/840, 3-6=-807/957 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-3, Interior(1) 2-8-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a jive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSlfrPI 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 Gt=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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIr Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type �, r City Ply LOT 16/2 WATERSTONE r T24375010 2597871 E7VB Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 a Jun 2 ZU21 MI I eK InaustrieS, Inc. We0 Jun l ti I b:22:Uf 2UZI rage I ID:YARgCUhM7owkVEMpPNjefGzAwvz-ggpZMhHSLveUuDoDNCahtplvNlHxA9qnds?Jj1 z5g8E 1-4-0 4-1-8 7-0-0 1-4-0 4-1-8 2-10-8 3x4 2-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.75 Vert(LL) 0.24 6-12 >344 240 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[TP12014 Matrix -AS Scale=1:23.2 w N O1 co 9 O 6 PLATES GRIP MT20 244/190 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 at joint(s) 2 considers parallel to -grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=156, 2=193. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 16/2 WATERSTONE t t T24375011 2597871 E7VC Jack -Open 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, t1.4ju s dun Z ZUZ I MI I eK inausules, Inc. vveu dw 1 10 lo.cc.uo LWa 1 Faye 1 ID:YARgCUhM7owkV EMpPNjefGzAwvz-IONxZi 155DmLW NNPwv5wO0r3thjpvZcxsVltFTz5g8D -1-4-0 2-1-8 4-8-2 7-0-0 1-4-0 2-1-8 2-6-10 2-3-14 co Ih m a 0 Scale=1:22.6 4x4 3.00 F12 2-1-8 7-0.0 2-1-8 4-10-8 Plate Offsets (X Y)-- [2.0-0-15 Edge] [3.0-9-7 0-3-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 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 FBC202OfTP12014 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. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply LOT 16/2 WATERSTONE t, ` T24375012 2597871 F01 �Qty GABLE 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, I-L - 33587, tJAJV s uun a zuz I Ivu 1 UK 11luu5me5, 111U. Vv UU Juil l0 lo.44— cU41 rayo 1 I D:zmbLkv5ELlDtgyehSMnND7z4_Wx-mDxKmNJjsW uC7XybUcc9zENHF55le25459UQowz5gBC -1-4-0 4-4-0 B-8-0 10-0-0 1-4-0 4-4-0 4.4-0 1-4% Scale = 1:21.5 4x4 = m a 0 4x8 = 4x8 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.03 8-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.03 8-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-103(LC 10) Max Uplift 2=-481(LID 12), 6=481(LC 12) Max Grav 2=393(LC 1), 6=393(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-310/1107, 4-6=-310/1107 BOT CHORD 2-8=-777/250, 6-8=-777/250 WEBS 4-8=-519/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-470 to 2-8-0, Interior(1) 2-8-0 to 4-4-0, Exterior(2R) 4-4-0 to 8-2-0, Interior(1) 8-2-0 to 10-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. `5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live, load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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 ACID, 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) Joaquin Velez PE No.68182 2=4811 6=481. MiTek USA, Inc. FL Cert 6634 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33810 sheetrock be applied directly to the bottom chord. Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 1612 WATERSTONE e t T24375013 2597871 H7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional Builders Firstsource (Hearn Lacy, t-L), t-iani ony, t-L - asobr, 0.4ou S dul l < <v<i I.II I = II I — ..' II..... o ..,, , .«... I D:YARgCUhM7owkVEMpPNjefGzAwvz-ib34B3LzOBBvNg6_cl ed2frgCvj F6uHNYTzXsoz5gBA 1-10-10 5-2-5 9-10-13 w 1-10-10 5-2-5 4-8-8 Scale = 1:22.7 3x4 = 5-2-5 4-7-12 0.0112 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Weight: 43 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 7-11-0 oc bracing. 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) 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; TCDLm4.2psf; 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 Qt=lb) 4=147, 2=349, 5=178. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 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=-1O(F=-5, B=-5) 16=-57(F=-28, B=-28) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional. temporary and permanent bracing MiTek° prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16/2 WATERSTONE r o T24375014 2597871 H17 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MITek Industries, Inc. Wed Jun 16 15:22:1U ZU21 rage 1 I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-EPVi-jKLdg03lgXo2K70VRwXPVU W N WaEJpE_KMz5g8B 1-10-10 2-2-3 1-10-10 2-2-3 Scale =1:9.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid 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 FBC2020(fP12014 Matrix -MP Weight: 10lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc pudins. 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=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. 11; Exp C; Encl., GCpi=0.18; MW FRS (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 (jt=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 lb 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 (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=150(F=75, B=75) 9=51(F=26, B=26) Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ,ANS11TP11 Quality Criteria, DSU-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 Symbols PLATE LOCATION AND ORIENTATION 13/4' 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. O'1/1fi r _. 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 width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Cannected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 7 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 ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek° MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.