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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 Maitland, Florida 32751 I rF D S P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENDINEERIND ASSOCIATES May 12, 2021 Building Department Ref Adams Homes Lot: Lot 4 Blk. 1 Subdivision: Fort Pierce - Waterston Address: 5444 Lugo St. Model: 1820 A RHG 3CF KA # 21-4884 Truss Company: Builders First Source Date of drawings: 4/27/21 Job No.: 2742550 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. ����uulln p ABLO T poi Note: Truss IDs may vary. �� �5 . • • • • • .. p �� e��•�J•.••v�Cf=iys•;9 �e If you have any questions, please do not hesitate to call. No 8786 s � a • a Sincerely, :O ; STA7- 5/12/2021 5/12/2021 l Y Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo orres, P.E. FL. # 56126 FL. #78750 FL. # 8786 FDS Engineering Associates, A TSG Company "Your Building Code Experts" Ik J. 3S C 11A ZL RA A ZL/ K FR M WALL ro1 o ' 11A Z IS �1J A08 1684# UL EXPOSED TOW 1684# UL AO 3/12 VLT 1 - / 3/12 VLT A05 3/1 LT A01 3112 VLTAO Act A01 0 Act y A01 1 ' L 3/12 VLT 2282 A01AG / 8'-0"CLG / e 3/12 VLT 10'-0"CLG VALLEY FRAMIN BY OTHERS ALI11114 601G BRG.B'-0"AFFW/KNEEWALLTO10'-0" EXPOSED TO WIND 8'-(7' CLG 2282# 0 0 0 I, 'zMMMI 1© 1© 1© �■ w�Oak% CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 11 A-11 LUS24 / JUS24 895 / 835 490 10 1 A HTU26/ THD26 3600 / 3470 1555 / 2330 .1 LA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 1LB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 Lc 0 D HTU28-2 / THD28-2 14680 / 5005 13485 12595 1 1 LO 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 1- 0 F HGUS28-2 / THDH28-2 17460 / 8025 3235 / 3330 1 LF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 IH 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1, W 3X8NOP ❑+ 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 responsble for confrtming 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: 05/1212021 By. ES Submittal No.: Project No.: 214884 Project Eng.: Luis Torre Project Name: Adams Homes - Fort Pierce - Waterston - Lot 4 Blk 1 VERIFY ALL DIMENSIONS AND CORING CONDITIONS PRIOR TO APPROVAL SOME CEILING F NG REQUIRED IN MEW BY BUILDER MAXWND FORCE RESISnNO SYSTEMICC HYBRID KIND ASCET-16 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II KIND LOAD 160 MPH YAND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FORA 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCLRiRENT Y/lm ANY OTHER LIME LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: 40 PSF TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTION M 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. lie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend VAULT 10'CLG BUILDER: Adams Homes ROJECT: Single Family MODEL- 1 1820 A 3CAR ADDRESS: 6444 LUGO ST LOT / BLOCK: 411 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: KSANCHEZ JOB # : 2742550 DATE: I 04/25/2021 I SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. A 4408 Airport Road Plant City, FL 33563 Ph.(813) 305.1300 Fax (813) 306.1301 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® y RE: 2742550 - LOT 4/1 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 1820 Model: 1820 Lot/Block: 4/1 Subdivision: WATERSTONE Address: 5444 LUGO ST, City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 29 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T23720843 A01 4/27/21 2 T23720844 A01 AG 4/27/21 3 T23720845 A01 BG 4/27/21 4 T23720846 A01 CG 4/27/21 5 T23720847 A02 4/27/21 6 T23720848 A03 4/27/21 7 T23720849 A04 4/27/21 8 T23720850 A05 4/27/21 9" T23720851 A06 4/27/21 10 T23720852 A07 4/27/21 11 T23720853 A08 4/27/21 12 T23720854 B01 G 4/27/21 13 T23720855 B06G 4/27/21 14 T23720856 C1 4/27/21 15 T23720857 C1V 4/27/21 16 T23720858 C3 4/27/21 17 T23720859 C3V 4/27/21 18 T23720860 C5 4/27/21 19 T23720861 C5V 4/27/21 20 T23720862 D01 G 4/27/21 21 T23720863 D02A 4/27/21 22 T23720864 E7 4/27/21 No. Seal# Truss Name Date 23 T23720865 E7V 4/27/21 24 T23720866 E7VP 4/27/21 25 T23720867 G01 4/27/21 26 T23720868 G02 4/27/21 27 T23720869 G03 4/27/21 28 T23720870 H7 4/27/21 29 T23720871 H7V 4/27/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2. vIN fi81'82. STATE OF :4100. 11111 Joaquin Velez PE N6.68182 MITek USA,.lnc..FLUtt 66.34: 6904 Parke East -Blvd. Tampa FL33610 Date, April 27,2021 Velez, Joaquin I of I Job Truss Truss Type Qty Ply LOT 411 WATERSTONE 2742550 A01 SPECIAL 13 1 T23720843 B 'Id Job Reference (optional) ui ers FIr MOurce (Plant Clty, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:36:56 2021 Page 1 ID:193QGWBBpX3jR187zeOm7kz5?ad-dZj Om?bOhkZ106awKeGocbRBigWrLF WoHe7lgWzMooL 1-4-0 6-3-0 11-11-12 19-10-0 27-8� 31 -0 39-8-0 1-0 1-4-0 6-3-0 5-8-12 7-104 7-10-4 5-8-12 6-3-0 14-0 Scale = 1:72.2 5x6 = 6.00 12 M 0 Jl t.bxb Jl Y= 5x12 � ST1.5x8 STP = 3.00 r12 5x12 Zz 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.49 10-11 >960 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.83 10-11 >561 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.48 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 230 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied. 1-4,6-9: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. BOT CHORD 2x6 SP M 26 *Except* WEBS 1 Row at midpt 6-11, 4-12 13-14,10-13: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=433(LC 9) Max Uplift 2=-810(LC 10), 8=-810(LC 10) Max Grav 2=1782(LC 15), 8=1782(LC 16) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5794/2627, 3-4=-5560/2469, 4-5=-2715/1481, 5-6=2676/1481, 6-7=-5238/2469, 7-8=-5483/2628 BOTCHORD 2-14=2202/5538, 12-14=-1441/3786, 11-12=-649/2204, 10-11=-1441/3291, 8-10=2202/4922 WEBS 5-11=425/1139, 6-11 =-1 4361820, 6-10=682/2000, 7-1 0=-1 88/281, 5-12=-425/1190, 4-12=1522/820, 4-14=-682/2184, 3-14=-173/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 15-10-6, Exterior(2R) 15-10-6 to 23-9-10, Interior(1) 23-9-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer,/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=810,8=810. '',� ♦♦ ♦ PQV l N V ♦ �< I ♦ Q �` �0i i No 60182 %9 S OF 4U01 ,,sso►va��♦ 1111,1 Joaquin Velez PE Nq:68182 MfrekUSA, loc. FL Ceft 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 27,2021 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 ANSbTP/f Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 411 WATERSTONE T23720844 2742550 A01AG SPECIAL 3 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 2615:36:57 2021 Page 1 ID: 193Q G W B BpX3j RI87zeOm7kz5?ad-51H mzLcOS2hbdG96uMn 18o_N s4oR4i ax WlsrMyzMoo K r1-4-0 6-3-0 11-11-12 19-10-0 26-8-4 32-8-5 39-M 1-4-0 6-3-0 5-8-12 7-10-4 6-10.4 6-0-1 6-11-11 ST1.5x8 STP = 5x6 3.00 F12 Scale = 1:71.0 5x6 = 6.00 1z 5xs II 5 6 13 t2 3xs = 4x6 = 6x8 = 3x6 = 5-3-8 20-1-8 20-2-0 30-2-9 39-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.29 10-12 >784 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.47 10-12 >493 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) -0.06 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 212lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 6-12: 2x6 SP No.2 1 Row at midpt 6-14 WEBS 2x4 SP No.3 5-11-0 oc bracing: 12-14 WEBS 1 Row at midpt 7-12 REACTIONS. (size) 2=0-8-0, 12=0-4-0, 9=Mechanical Max Horz 2=425(LC 9) Max Uplift 2=-502(LC 10), 12=638(LC 10), 9=-360(LC 10) Max Grav 2=900(LC 15), 12=1887(LC 15), 9=893(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2286/1108, 3-4=-1971/938, 4-5=558/520, 5-6=-350/507, 6-7=130/297, 7-8=-1183/653, 8-9=-1367/687 BOT CHORD 2-16=884/2358, 15-16=-362/1181, 14-15=-157/253, 12-14=-1343/531, 6-14=1210/534, 10-12=-140/499, 9-10=-490/1154 WEBS 3-16=322/300, 4-16=-333/1226, 4-15=-994/613, 7-12=-859/510, 7-10=-271/868, 8-10=412/379, 5-15=441/1102 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 15-10-6, Exterior(2R) 15-10-6 to 23-9-10, Interior(1) 23-9-10 to 35-6-10, Extedor(2E) 35-6-10 to 39-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=502,12=638,9=360. dUl.N 1 VFi���i No 68182 ir� 'S Of k. Ii 0R\•N % S�O N AE� .�`,, 1,101 Joaquin Velez PE Nti.68182 Mfiek USA, Inc. FL Ceti 6634 .6904:Parke East•B14 Tampa FL 33610 bate: April 27,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51IM020 BEFORE USE. ' Design valid for use onlywith MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporaryand 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 Fast 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 4/1 WATERSTONE T23720845 2742550 A01BG SPECIAL 2 1 Job Reference (option Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 2615:36:58 2021 Page 1 ID:193QGWBBpX3jRI87zeOm7kz5?ad-ZyrBAhceDMpSFQkIS31GhOWb1 UAPpDu4kycOuOzMooJ r1-4-4 6-3-0 11-11-12 19-10-0 26.84 32-8-5 39-8-0 1-4-0 6-3-0 5-8-12 7-104 6-11-11 6.00 12 Scale = 1:74.7 ST1.5x6 STP = 10 "' " ' 3x6 = 5x6 % ST1.5x8 STP = 6x8 = 3.00 F12 6x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.27 9-10 >855 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.43 9-10 >541 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.08 10 n/a file BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 197 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. Except: 5-10: 2x4 SP No.3, 9-10,8-9: 2x4 SP No.1 1 Row at midpt 5-11 WEBS 2x4 SP No.3 4-5-0 oc bracing: 10-11 WEBS 1 Row atmidpt 4-11,6-10 REACTIONS. All bearings 0-8-0 except (jt=length) 8=Mechanical, 12=0-4-0. (lb) - Max Horz 2=425(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=575(LC 10), 10=556(LC 10), 8=-426(LC 10) Max Grav All reactions 250 lb or less at joint(s) 12 except 2=803(LC 15), 10=1677(LC 15), 8=952(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1909/1394, 3-4=-1571/1234, 4-5=-257/427, 5-6=195/450, 6-7=-1219/762, 7-8=-1463/848 BOT CHORD 2-13=1143/2019, 12-13=-581/934, 11-12=581/934, 10-11 =-1 125/403, 5-11=-527/87, 9-10=297/642, 8-9=-631/1239 WEBS 3-13=357/287, 4-11 =-I 096/777, 6-10=-976/555, 6-9=200/814, 7-9=-412/370, 4-13=403/1048 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 15-10-6, Exterior(2R) 15-10-6 to 23-9-10, Interior(1) 23-9-10 to 35-6-10, Exterjor(2E) 35-6-10 to 39-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 575 lb uplift at joint 2, 556 lb uplift at joint 10 and 426 lb uplift at joint S. PQU I N No 681'.V 9 ST OF :4U•: v��,�s OR •, O • G�,,� Joaquin.Uelez PE Nd.68182 MITek USA, Inc. FL Cert 6634. .6904: Parke East Blvd. Tampa FL 33610 Date: April 27,2021 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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, 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 411 WATERSTONE T23720846 2742550 A01 CG GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 2615:37:00 2021 Page 1 ID:193QG WBBpX3jRl87zeOm7kz5?ad-VKyvbMevlz4AUjuhZUKkmRcwOltQH8sNCG5VzHzMacH r1-4-Q 5-10-0 13-2-0 19-10-0 26-8-4 i 32-85 39-8-0 ,14-0 5-10-0 7-4-0 6-8-0 6-104 6-0.1 6.11-11 5x6 I I 5x8 = 18 17 16 15 12 "" "'" '' 5x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 7.0 Lumber DOL 1.25 BC 0.78 BCLL 0.0 Rep Stress Incr YES WB 0.43 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 'Except* 7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.3 *Except* 2-15: 2x4 SP No.2 P, 13-14: 2x4 SP No.2, 11-12,10-11: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 ST1.5x8 STP = 5x6 = 6x8 = 39-8-0 Scale = 1:74.7 DEFL. in (]cc) I/deft L/d PLATES GRIP Vert(LL) -0.27 11-12 >873 240 MT20 244/190 Vert(CT) -0.43 11-12 >544 180 Horz(CT) 0.07 12 n/a n/a Weight: 260 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-1 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except: 10-0-0 cc bracing: 11-12 6-11-5 cc bracing: 10-11. 1 Row at midpt 6-13 6-0-0 cc bracing: 12-13 WEBS 1 Row at midpt 7-12 REACTIONS. All bearings 13-2-0 except at=length) 12=0-8-0, 10=Mechanical. (lb) - Max Harz 2=412(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-210(LC 10), 12=212(LC 10), 17=398(LC 10), 15=300(LC 10). 10=-441(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 18 except 12=1126(LC 16), 17=381(LC 15), 15=728(LC 15), 10=967(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-315/354, 4-5=355/351, 5.6=-243/479, 6-7=-231/483, 7-8=-1322/823, 8-10=1612/944 BOT CHORD 14-15=-628/372, 5-14=-509/411, 12-13=518/23, 6-13=-399/67, 11-12=-368/710, 10-11=-750/1415 WEBS 4-17=394/433, 7-12=-996/573, 7-11=-208/848, 8-11=501/410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 15-10-6, Exterjor(2R) 15-10-6 to 23-9-10, Interior(1) 23-9-10 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I0.0psf. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this CordRsjw1.oBujfltiec2designer to verify suitability of this product for its intended use. %{1111111/�! P4v I N V No 60182 :9'ST. Of 4 . Joaquln.Velez PE Nq.68182 MiTek USA, Inc. FL Cent 66A 6904 Parke East Blvd. Tampa FL 33610 Date. April 27,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type City Ply LOT 411 WATERSTONE FAlulsC T23720646 2742550 G GABLE 1 1 Job Reference (optional) Dunuerm rnarourace triani ury, FL), riani City, rt_ - 335w, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 2615:37:01 2021 Page 2 NOTES - ID: 193QG WBBpX3jRl87zeOm7kz5?ad-zXWHpifXWHC16tSt7BszJe85BhDfOb6XRwg2VjzMooG 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 2, 212 lb uplift at joint 12, 398 lb uplift at joint 17, 300 lb uplift at joint 15 and 441 lb uplift at joint 10. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 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 411 WATERSTONE T23720647 2742550 A02 SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:02 2021 Page 1 I D:193QG WBBpX3jR187zeOm7kz57ad-Sj4fO2ggHaKuk113hvNCrshEB5XZIz2gfaac29zMooF r1 4 q 6-3-0 11-11-12 19-0-0 20-6-0, 27-8-4 3.3 _' 391 0 �11-0 Q 5-8-12 7-0-0 1-8-0 7-0-0 5-8-12 6-3-0 1-4-0 Scale=1:75.1 5x6 = 6.00 12 5x6 = 5 6 ST1.5x8 STP = 3x4 = ST1.5x8 STP — 6x8 3.00 12 6x8 B-B-0 15-7-7 19-10-0 24-0-9 311 39-8-0 8-8-0 6-11-7 4-2-9 4-2-9 6-11-7 B-8-0 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [4:0-4-0,0-3-0], [5:0-4-0,0-2-8], [6:0-4-0,0-2-8], [7:0-4-0,0-3-0], [9:0-5-9,Edge] 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 *Except* 1-4,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 'Except' 2-16,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Harz 2=-417(LC 8) Max Uplift2=-810(LC 10), 9=-810(LC 10) Max Grav 2=1533(LC 1), 9=1533(LC 1) CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.90 Vert(LL) 0.53 12 >890 240 MT20 244/190 BC 0.86 Vert(CT) -0.80 11-12 >584 180 WB 0.70 Horz(CT) 0.54 9 n/a n/a Matrix-SH Weight: 218 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4678/2623, 3-4=-4460/2503, 4-5=-2621/1685, 5-6=-1866/1397, 6-7=-2621/1685, 7-8=-4460/2503,8-9=-4678/2623 BOT CHORD 2-16=2192/4471, 15-16=-1473/3093, 13-15=-740/1864, 12-13=-740/1862, 11-12=-1473/2962, 9-11=-2192/4181 WEBS 4-16=695/1675, 4-15=-1162/756, 5-15=535/1071, 5-13=-261/320, 6-13=-261/320, 6-12=535/1010, 7-12=-1086/756, 7-11=-695/1545 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 15-0-6, Extedor(2R) 15-0-6 to 24-7-10, Interior(1) 24-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 9 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 810 lb uplift at joint 2 and 810 lb uplift at joint 9. �Iiilllil/y� ,%'!I� P& I N No 68182 tOR j.O `V Z cej;�s t� N A� Eta. Joaquin Velez PE Nd.68182 MI7ek USA, Inc. FL t;ert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS1,7P11 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 411 WATERSTONE T23720848 2742550 A03 SPECIAL 1 1 Job Reference (optional) is rnrawuuroe Irian[ City, FL), riani Cary, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:04 2021 Page 1 ID:193QG WB BpX3jR187zeOm7kz5?ad-05CPRkhPpCaczLBSoKPgxHmcBvDiDggz7u3j62zMooD ' 44 6-3-0 11-11-12 17-0-0 22.8-0 27-8-5 3% 39 8-0 41 0-Q 1-4-05-8-12 5-0-5 5-8-0 5-0-4 5-8.12 6-3-0 1-4-D Scale = 1:75.1 6.00 F12 5x6 = 5x8 = ST1.5x8 STP = ST1.Sx8 STP = 5x8 3.00 FIT 5x8 zz 17-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr YES Code FBC2020/TPI2014 CSI. TC 0.80 BC 0.88 WB 0.94 Matrix-SH DEFL. in (loc) Well L/d Vert(LL) 0.53 11-12 >891 240 Vert(CT) -0.79 11-12 >590 180 Horz(CT) 0.49 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=376(LC 9) Max Uplift 2=-81 O(LC 10), 9=-81O(LC 10) Max Grav 2=1533(LC 1),9=1533(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4846/2901, 3-4=-4578/2723, 4-5=-2453/1692, 5-6=-2150/1604, 6-7=-2451/1691, 7-8=-4578/2723, 8-9=-4846/2901 BOT CHORD 2-15=2453/4599, 14-15=-1599/3074, 12-14=-998/2148, 11-12=1599/2984, 9-11=2453/4352 WEBS 3-15=261/317, 4-15=-775/1762,4-14=-1183/761, 5-14=-394/792, 6-12=-394/816, 7-12=11111761, 7-11 =-775/1647, 8-11 =-275/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. %%J1111111/1, 2) �pS 14L 5t1 ftn52Cat. CEnl.,GC i=018; MWFRS (directional) and C-CExterior 2E) 1-40 to 2-7101nerior 12-7-10 t 13-0-6Exterio 0% (R)IExP 13-0-6 to 26-7-10, Interior(1) 26-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for ♦ P reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 S�`�•, �� �� ,�•�;� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i Nb 60.182 to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to formula. Building designer i ST O F ✓ ••• grain should verify 0 capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint 2 and 810 Ito uplift at joint 9. Tt• *: �i �` • R' •' I��SS% �......•`����. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66A 6904: Parke East Blvd. Tampa FL 33610 Dafe: April 27,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a buss 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 ANSYTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT4/1 WATERSTONE T23720849 2742550 A04 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:05 2021 Page 1 ID:193QG WBBpX3jR187zeOm7kz57ad-slmoe4il aViTbUmeM 1 wvTUJpCJXiyM_6MYoGeUzMooC r1-4-4 5-11-1 9-6-9 15-0-0 19-10-0 24-8-0 30-1-7 33-8-15 39-8-0 111-0-Q 1-0-0 5-11-1 3-7-9 5-5-7 4-10-0 4-10-0 5-5-7 3-7-9. 5-11-1 Scale = 1:75.1 6.00 12 4x8 11 4x12 ::: 3.00 12 5x6 = 3x4 = 5x6 = 24 6 25 7 4x12 ZZ 4x8 // c? 0 I9 Iy N O 8-8-0 15-0-0 24-8-0 i 31-0-0 39-8-0 8-8-0 6-4-0 9-8-0 6-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-0-3,1-11-7], [2:0-2-7,0-0-9], [4:0-3-0,0-3-0], [5:0-4-0,0-2-8], [7:0-4-0,6-2-8], [8:0-3-0,0-3-0], [10:0-0-3,1-11-7], [10:0-2-7,0-0-9], [12:0-4-12,0-5-4], 116:0-4-12 0-5-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.52 13-15 >922 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.89 13-15 >534 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.52 10 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -AS Weight: 237 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 8-13 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=335(LC 9) Max Uplift 2=797(LC 10), 10=797(1_C 10) Max Grav 2=1803(LC 15), 10=1803(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6039/3136, 3-4=-5785/3013, 4-5=-3326/1956, 5-6=-2977/1856, 6-7=-2878/1856, 7-8=-3217/1956, 8-9=-5529/3013, 9-10=-5790/3136 BOT CHORD 2-16=2673/5780, 15-16=-2221/4848, 13-15=-1428/3091, 12-13=-2221/4401, 10-12=-2673/5294 WEBS 4-16=646/1713,4-15=-1974/1031,5-15=-516/1187,7-13=-516/1196,8-13=1866/1031, 8-12=646/1598, 9-12=-259/216, 6-15=-334/191, 6-13=334/191 , i N NOTES- 1) Unbalanced roof live loads have been considered for this design. ,%� PpIU O `��' ENS''• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ." V• F•'•• i II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-4-2, Interior(1) 2-4-2 to 11-0-6, Exterior(2R) y : NO 68,182 11-0-6 to 18-11-10, Interior(1) 18-11-10 to 20-8-6, Extedor(2R) 20-8-6 to 28-7-10, Interior(1) 28-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 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. S OF (V 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i Q • 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' . R. Q ,�/�s ' will fit between the bottom chord and any other members, with BCDL = 10.Opsf. • 10 ANSI/TPI 1 formula. Building designer •. •'�`�N,�� �j/ S�� 7) Bearing atjoint(s) 2, considers parallel to grain value using angle to grain should verify */,O N A' capacity of bearing surface. ��� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 797 lb uplift at joint 2 and 797 lb uplift at joint 10. Joaquin Velez PE Nd.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Chit 6634 sheetrock be applied directly to the bottom chord. .6904:Parke East Blvd. Tampa FL 33610 Date: April 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast 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 411 WATERSTONE 2742550 A05 SPECIAL 1 1 T23720850 Job Reference (optional) �•��� �= v ^ _"y' h riarn �I•y, r� - 0000r , 6.431J s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:07 2021 Page 1 ID:193QG WBBpX31R187zeOm7kz5?ad-ogtY3mj 167yBgowl TSyNYv0626ExQDO PpsHNiNzMooA r1-4-Q 6-8-0 13-0-0 19-10-0 26-8-0 33-0-0 39 8-0 41 0-0 1-4-0' 6-8-0 6-40 6-10-0 6-10-0 6-4-0 6-8-0 1-4-0 Sx6 = 6.00 F12 4 17 18 3x4 = 5x6 = 5 19 206 S 1 1.SXti 5I H = ST1.5x8 STP = 6x8 3.00 F12 -5 31-0-0 6x8 Scale = 1:75.1 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 FBC2020/TPI2014 CSI. TC 0.89 BC 0.91 WB 0.76 Matrix-SH DEFL. in (loc) I/defl Lid Vert(LL) 0.55 11-13 >845 240 Vert(CT) -0.89 11-13 >526 180 Horz(CT) 0.57 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.2, 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 2-14,8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=294(LC 8) Max Uplift 2=810(LC 10), 8=-810(LC 10) Max Grav 2=1533(LC 1), 8=1533(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4722/2949, 3-4=-4466/2806, 4-5=-2924/2005, 5-6=-2924/2005, 6-7=-4466/2806, 7-8=-4722/2949 BOT CHORD 2-14=2492/4340, 13-14=-1444/2714, 11-13=-1702/3110, 10-11 =-I 444/2714, 8-10=2492/4222 WEBS 3-14=282/338, 4-14=-985/1859, 4-13=-1 42/522, 5-13=-394/275, 5-11 =-394/275, 6-11 =142/522,6-10=-985/1749,7-10=-292/338 Vc/�I,, NOTES- `,v'N ,. P `< 4; �' ,� G E N S� ✓ice 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. i 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 9-0-6, Exterior(2R) NO 68182 9-0-6 to 16-11-10, Interior(1) 16-11-10 to 22-8-6, Exterior(2R) 22-8-6 to 30-7-10, Interior(1) 30-7-10 to 37-0-6, Extedor(2E) 37-0-6 to * ; •; *. �_ 41-0-0 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 =p to the use of this truss component. -�3 ` S T F 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. .0 ;AN , k. Q' •� _ '� 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 0 tall by 2-0 0 wide will fit between the bottom chord and any other �i `` •' •, R: i •• \ �� �t ' ` •'' `� �% members. 7) Bearing to ANSIlfPI .S N A1- 1% , parallel grain value using 1 angle to grain formula. Building designer should verify 4f/S�() capacity of/bearing surtace.iders 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint 2 and 810 lb uplift at Joaquin Velez PE N6,68182 joint 8. M1Tek.USA, Inc. FIL Oert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 27,2021 ® WARNING -vedy 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 ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety/ntomtatiun available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 411 WATERSTONE T23720851 2742550 A06 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:08 2021 Page 1 ID: 193QG WB BpX3jR187zeOm7kz5lad-GtRwH5kwtQ42SyVD1 AUc57xG6Wa29j8Z2V1 wFpzMoo9 r1-4-0 5-11-1 11-0-0 17-0-0 22-8-0 28-M 33-8-15 39- :2 p1-0-q 1 4-0 5-11-1 5 0_15 6-0-0 5-8-0 6-0-0 5 0-15 5-11-1 1 4-0 5x6 = 2x4 II 5x6 = 4 18 19 ° 20 21 7 5x6 = ST1.5x8 STP = ST1.5x8 STP = 6x8 3.00 12 6x8 Zz Scale = 1:73.6 8-8-0 16-10-11 22-9-5 31-0-0 39-8-0 6-8-0 8-2-11 5-10-11 8-2- 11 8-8-0 Plate Offsets (X Y)-- [2:0-5-9,Edge],[4:0-3-8 0-2-41[6:0-3-0,0-3.0] [7:0-3-8 0-2-4] [9:0-5-9 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.68 12-14 >689 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,86 Vert(CT) -0.97 12-14 >481 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.57 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 209 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 3-11-8 cc bracing. 13-15,11-13: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-253(LC 8) Max Uplift 2=810(1_C 10), 9=-810(LC 10) Max Grav 2=1533(LC 1), 9=1533(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4676/2926, 3-4=-4455/2724, 4-5=-3991/2570, 5-6=-3991/2571, 6-7=-3994/2572, 7-8=-445512724, 8-9=-4675/2926 BOT CHORD 2-15=2472/4227, 14-15=-1709/3153, 12-14=-2149/4007, 11-12=-1710/3155, 9-11=2472/4178 WEBS 3-15=214/309, 4-15=-702/1462,4-14=-493/1086, 5-14=-319/298, 6-12=-376/300, 7-12=493/1086, 7-11=-699/1408, 8-11=227/308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 7-0-6, Exterior(2R) 7-0-6 to 14-11-10, Interior(1) 14-11-10 to 24-8-6, Exterior(2R) 24-8-6 to 32-7-10, Interior(1) 32-7-10 to 37-0-6, Extedor(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSIfTPI 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 810 lb uplift at joint 2 and 810 lb uplift at joint 9. ��f 1111 UqI� J GE'NS .� No 68182 ` r r � 9 'ST OF t 41: I111,_ Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL Cert 6634 6 kParke East Blvd. Tampa FL 33610 0afe: April 27,2021 ® WARNING - Vedfy 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 pare meters 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. Add Rio nal temporary and permanent bracing Mew 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-B9 and BCSI Building Component 6904 Parke Fast 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 4/1 WATERSTONE 2742550 A07 SPECIAL 1 1 T23720852 Job Reference (optional) „„C)LirCG tr,a,,r �,ry, rL/, rmni Cny, FL - ooaor, 8.430 s Apr 20 2021 MiTek Industries, Inc. Man Apr 26 15:37:10 2021 Page 1 ID: 193QGWBBpX3jRIB7zeOm7kz57ad-DFZginmAO2KIhGec9aW5AYOe6KM8ddArVpW1 KizMoo7 1-4-0 4-65 9-0-0 15-10-8 23-9-8 30-8-0 35-1-11 39-8-0 1-0- 1.4-0 4-65 4-511 6-10-8 7-10-15 6-105 4-5-11 4-15 1-4-0 Scale = 1:73.6 5x6 = 3x4 = 5x8 = 6.00 F12 4 21 2223 5 6 5x6 = 2425 26 7 3x4 3x4 - ry 3 20 827 N 19 28 1 2 17 16 15 14 O 9 13 12 10 1c+ 0 18 5x6 = 3x4 = 3x6 = Iv = d 3x4 = 5x6 11 ST1.5xe STP = 2x4 I I 3x4 = 2x4 11 ST1.5x8 STP = 4x6 :: 3.00 12 4x6 -B1 -ti6-05 I4B- I 128-0 12�-14 197-1020 2-0-0 3100 -1-39-8-0 4 0 2-0 411 4-6-5-0 --0-044- Plate Offsets (X,Y)-- [2:0-3-14 Edoe] [4:0-3-0 0-2-0] [6:0-4-0 0-3-0] [7:0-3-0 0-2-0] [9:0-3-14 Ed e] 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 0.78 Vert(LL) 0.21 15-16 >745 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.17 15-16 >943 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 15-16,13-15. WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 16=0-4-0, 13=0-4=0. (lb) - Max Harz 2=-212(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-312(LC 10), 9=-326(LC 10), 16=-675(LC 10), 13=-703(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 2=461(LC 15), 9=538(LC 16), 16=1106(LC 19), 13=1162(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-917/450, 3-4=338/147, 4-5=-287/644, 5-6=-74/688, 6-7=-307/675, 7-8=-470/228, 8-9=-1055/524 BOT CHORD 2-118=251/931, 17-18=-257/935, 16-17=28/292, 15-16=-301/136, 13-15=-391/248, 12-13=0/331, 11-12=323/894, 9-11=-317/890 WEBS 3-17=553/413, 4-17=-39/401, 4-16=-951/598, 5-16=-787/686, 5-15=-513/208, 6-15=487/295, 7-12=58/372, 8-12=-542/404, 6-13=-766/671, 7-13=961/665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 5-0-6, Exterior(2R) 5-0-6 to 12-11-10, Interior(1) 12-11-10 to 26-8-6, Exterior(2R) 26-8-6 to 34-7-10, Interior(t) 34-7-10 to 37-0-6, Extedor(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 9 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 312 lb uplift at joint 2, 326 lb uplift at joint 9, 675 lb uplift at joint 16 and 703 lb uplift at joint 13. 9) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on Dane 2 I N C No6818 iz �.' ST OF •414: OR 1 Q,P �.N % Joaquin Velez PE Nti.6$182 MiTek USA', [nc. FL Cert 66A 6904:Parke East Blvd. Tampa FL 33610 Date: ADri 127.2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4/1 WATERSTONE T23720852 2742550 A07 SPECIAL 1 1 Job Reference a tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Man Apr 26 1 b:3(:1 U ZUZ1 Yage 2 ID:193QG WB BpX3jR187zeOm7kz5lad-DFZginmAO2KIhGec9a W5AYOe6KM8ddArVp W1 KizMoo7 LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-54, 4-7=-54, 7-10=-54, 2-17=-20, 12-17=-20, 9-12=-20 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Yniform Loads (plf) Vert: 1-2=105, 2-19=59, 19-20=47, 4-20=70, 4-22=70, 22-25=47, 7-25=70, 7-27=70, 27-28=47, 9-28=59, 9-10=105, 2-17=-10, 16-17=10, 13-16=20(F=30), 12-13=-10, 9-12=-10 Harz: 1-2=-113, 2-19=67, 19-20=-56, 4-20=-78, 7-27=78, 27-28=56, 9-28=67, 9-10=113 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-4=-41, 4-7=-41, 7-9=-41, 9-10=3, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13=20, 9-12=-20 Harz: 1-2=-17, 2-4=27, 7-9=27, 9-10=17 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) • Vert: 1-2=42, 2-4=13, 4-23=45, 23-26=26, 7-26=16, 7-9=31, 9-10=21, 2-17=10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 9-12=-10 Harz: 1-2=-50, 2-4=-22, 7-9=39, 9-10=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-4=31, 4-21=16, 21-24=26, 7-24=45, 7-9=13, 9-10=42, 2-17=10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 9-12=-10 Harz: 1-2=-29, 2-4=-39, 7-9=22, 9-10=50 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-36, 4-7=-16, 7-9=5, 9-10=15, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 9-12=-20 Harz: 1-2=12, 2-4=22, 7-9=19, 9-10=29 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-4=5, 4-7=-16, 7-9=-36, 9-10=-26, 2-17=-20, 16-17=-20, 13-16=1O(F=30), 12-13=-20, 9-12=-20 Harz: 1-2=29, 2-4=-19, 7-9=-22, 9710=-12 10) Dead +0.6 MWFRS Wind (Pos. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-4=45, 4-7=45, 7-9=45, 9-10=74, 2-17=10, 16-17=-10, 13-16=20(F=30), 12-13=10. 9-12=10 Harz: 1-2=82, 24=-54, 7-9=54, 9-10=82 11) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 24=16, 4-7=16, 7-9=16, 9-10=45, 2-17=-10, 16-17=-10, 13-16=20(F=30), 12-13=10, 9-12=10 Harz: 1-2=-53, 2-4=-25, 7-9=25, 9-10=53 12) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-16, 4-7=16, 7-9=-16, 9-10=5, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 9-12=-20 Harz: 1-2=9, 2-4=2, 7-9=2, 9-10=9 13) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-16, 4-7=16, 7-9=-16, 9-10=5, 2-17=-20, 16-17=-20, 13.16=10(F=30), 12-13=-20, 9-12=-20 Harz: 1-2=9, 2-4=2, 7-9=2, 9-10=9 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-4=61, 4-7=-45, 7-9=-30, 9-10=-22, 2-17=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 9-12=-20 Harz: 1-2=9, 2-4=17, 7-9=14, 9-10=22 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-4=-30, 4-7=45, 7-9=-61, 9-10=-53, 2-17=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 9-12=-20 Harz: 1-2=-22, 2-4=-14, 7-9=-17, 9-10=-9 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=45, 4-7=-45, 7-9=-45, 9-10=-37, 2-17=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 9-12=-20 Harz: 1-2=7, 2-4=1, 7-9=1, 9-10=7 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 24=45, 4-7=-45, 7-9=-45, 9-10=-37, 2-17=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 9-12=-20 Harz: 1-2=-7, 2-4=1, 7-9=1, 9-10=7 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4/1 WATERSTONE T23720853 2742550 A08 SPECIAL 1 1 Job Reference (optional) • •• "•""•' "� �• "' ^ ^n �h ��� �� •n,Y, o.9Ju s Apr zu GUG I mi I eK Nausmes, Inc. Mon Apr 2t5 ib:3/:1 l 2u21 Page 1 ID:193QG WBBpX3jRI87ze0m7kz5lad-hS73v7no9LScJPDoIII KjlZncjcTM_X7kTFas8zMoo6 1 4 0 7-0-0 12-3-1 16-0-8 19-10-0 22-5-14 26 3-5 322 39-M 1-0 1-4-0 7-0-0 5-3-1 3-9-8 3-9-8 2-7-14 3-9-8 6-4-11 7-0-0 1-4-0 6.00 12 5x6 = 3x8 = 3x4 = 2x4 II 5x6 = 5x12 = , 5x6 — 3 18 19 4 2021 22 5 23 24 6 25 7 26 827 28 29 9 m 2 .iI 1 d ST1.5x8 STP = 3x6 3.00 F12 7-1-8 3x8 = 39-8-0 ST1.5x8 STP = 5x6 Scale = 1:73.6 Plate Offsets (X,Y)-- [2:0-0-10.Edge], [3:0-3-0,0-2-0], [4:0-3-8,0-1-8], [7:03-0,0-3-0], [8:0-3-8,0-2-8], [9:0-4-0,0-2-8], [10:0-4-7,Edge], [12:0-8-0,0-0-8], [13:0-3-8,0-3-0], [16:0-3-8,0-3-01 [17:0-5-8 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.24 14-16 >709 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.27 14-16 >635 180 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.07 10 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 179 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 7-9: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 16=0-4-0, 13=0-4-0. (lb) - Max Horz 2=-171(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-362(LC 8), 10=-445(LC 8). 16=-1709(LC 8),13=-1849(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=602(LC 1). 10=700(LC 1). 16=2275(LC 1), 13=2378(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/341, 3-4=-933/356, 4-5=-632/1043, 5-6=-775/1231, 6-7=775/1231, 7-8=-706/1076,8-9=-1294/649,9-10=-1549/671 BOT CHORD 2-17=205/984, 16-17=-1043/843, 14-16=-548/221, 13-14=-465/179, 12-13=-1077/936, 10-12=-455/1346 WEBS 3-17=147/318, 4-16=-1312/942, 5-16=-1420/1451, 5-14=-610/696, 6-14=-420/437, 7-14=761/737,7-13=-1411/1476,8-13=-1431/1132,9-12=-46/367,4-17=1025/2111, 8-12=1408/2480 Structural wood sheathing directly applied or 3-2-6 oc purlins. Rigid ceiling directly applied or 5-2-7 oc bracing. 1 Row at micipt 8-12 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSIIrPI 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 362 lb uplift at joint 2, 445 lb uplift at joint 10, 1709 lb uplift at joint 16 and 1849 lb uplift at joint 13. 9) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 13, 14, 15, 16 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. ;ontinued on oaae 2 \\IIIIIIIj�� I N No 60182 to -S #_C0 F �•� i0�� • AC.. .� Q P,,� N 0iS.R'�. C?-�� Joaquin.Velez PE Nd.68182 MiTek 11SA, Inc. FL 66rt 6634 .6904:Parke East, Blvd. Tampa FL 33610 Date: ADril 27.2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4/1 WATERSTONE T23720853 2742550 A08 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33b6/, UAJU s Apr zu zuzi mi i eK Inaustries, inc. mon Apr zo -I o:or: _i _i zuz i rage z ID:193QGWBBpX31R187zeOm7kz5?ad-hS73v7no9LScJPDoil1 KjlZncjcTM_X?kTFas8zMoo6 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 Ib down and 159 Ib up at 7-0-0, 111 Ib down and 197 Ib up at 9-0-12, 111 Ib down and 197 Ib up at 11-0-12, 111 Ib down and 197 Ib up at 13-0-12, 111 Ib down and 197 Ib up at 15-0-12, 111 Ib down and 197 Ib up at 17-0-12, 111 Ib down and 197 Ib up at 19-0-12, 111 Ib down and 197 Ib up at 20-7-4. 111 Ib down and 197 Ib up at 22-7-4, 111 Ib down and 197 Ib up at 24-7-4, 111 Ib down and 197 Ib up at 26-7-4. 111 Ib down and 197 Ib up at 28-7-4, and 111 Ib down and 197 Ib up at 30-7-4, and 175 Ib down and 356 Ib up at 32-8-0 on top chord, and 353 Ib down and 128 Ib up at 7-1-12, 92 Ib down at 9-0-12, 92 Ib down at 11-0-12, 92 Ib down at 13-0-12, 92 Ib down at 15-0-12, 92 Ib down at 17-0-12, 92 Ib down at 19-0-12, 92 -lb down at 20-7-4, 92 Ib down at 22-7-4, 92 Ib down at 24-7-4, 92 Ib down at 26-7-4, 92 Ib down at 28-7-4, and 92 Ib down at 30-7-4, and 353 Ib down and 128 Ib up at 32-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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, 3-9=-54, 9-11=-54, 2-17=-20, 12-17=-20, 10-12=-20 Concentrated Loads (lb) Vert: 3=-175(B) 7=-11l(B) 9=-175(B) 17=-330(B) 15=46(8) 12=-330(B) 18=-111(B) 19=-111(B) 20=111(B) 22=-111(B) 23=-111(B) 24=-111(B) 25=-111(B) • 26=-111(B) 27=-111(B) 28=11l(B) 29=-11l(B) 30=-46(8) 31=-46(B) 32=-46(B) 33=46(13) 34=46(B) 35=46(13) 36=-46(B) 37=-46(B) 38=-46(B) 39=-46(B) 40=-46(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42,2-3=13,3-21=45,21-28=26,9-28=16,9-10=31,10-11=21,2-17=-10,16-17=-10,13-16=49(F=59),12-13=-10,10-12=-10 Harz: 1-2=-50, 2-3=-22, 9-10=39, 10-11=29 Drag: 3-4=-0, 8-28=0, 9-28=0 Concentrated Loads (lb) Vert: 3=130(B) 7=156(B) 9=257(B) 17=108(B) 15=-23(B) 12=108(B) 18=136(B) 19=136(B) 20=136(B) 22=156(B) 23=156(8) 24=156(B) 25=156(B) 26=156(B) 27=156(B) 28=156(B) 29=165(B) 30=-23(B) 31=-23(B) 32=23(B) 33=23(B) 34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38=23(13) 39=-23(B) 40=-23(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21,2-3=31,3-19=16,8-19=26,8-9=45,9-10=13,10-11=42,2-17=10,16-17=-10,13-16=49(F=59),12-13=-10,10-12=-10 Harz: 1-2=29, 2-3=-39, 9-10=22, 10-11=50 Drag: 3-19=-0, 4-19=0, 8-9=0 Concentrated Loads (lb) Vert: 3=159(B) 7=156(8) 9=246(B) 17=108(B) 15=-23(B) 12=108(B) 18=165(B) 19=156(B) 20=156(B) 22=156(B) 23=156(B) 24=156(B) 25=156(B) 26=156(B) 27=136(B) 28=136(B) 29=136(B) 30=-23(B) 31=-23(B) 32=23(B) 33=23(8) 34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38=23(13) 39=-23(B) 40=-23(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pH) Vert: 1-2=-26, 2-3=36, 3-9=-16, 9-10=5, 10-11=15, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=-20 Harz: 1-2=12, 2-3=22, 9-10=19, 10-11=29 Concentrated Loads (lb) Vert: 3=54(B) 7=197(B) 9=315(B) 17=128(B) 15=-13(B) 12=128(B) 18=197(B) 19=197(B) 20=197(8) 22=197(B) 23=197(B) 24=197(B) 25=197(B) 26=197(B) 27=197(B) 28=197(B) 29=197(B) 30=-13(B) 31=-13(B) 32=13(13) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=5, 3-9=-16, 9-10=-36, 10-11=-26, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=20 Harz: 1-2=-29, 2-3=-19, 9-10=-22, 10-11=-12 Concentrated Loads (lb) Vert: 3=54(B) 7=197(B) 9=356(B) 17=128(B) 15=-13(B) 12=128(B) 18=197(B) 19=197(B) 20=197(B) 22=197(B) 23=197(B) 24=197(B) 25=197(B) 26=197(B) 27=197(8) 28=197(B) 29=197(B) 30=-13(B) 31=-13(B) 32=13(B) 33=13(8) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-3=45, 3-9=45, 9-10=45, 10-11=74, 2-17=10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 10-12=-10 Harz: 1-2=82, 2-3=-54, 9-10=54. 10-11=82 Drag: 3-4=-0, 8-9=0 Concentrated Loads (lb) Vert: 3=130(8)7=136(B)9=214(B)17=108(B)15=-23(B)12=108(8)18=136(B)19=136(8)20=136(B)22=136(B)23=136(B) 24=136(B)25=136(B)26=136(6)27=136(8)28=136(B)29=136(B)30=-23(B)31=-23(B)32=-23(B)33=23(B)34=-23(B) 35=-23(B) 36=23(B) 37=23(131) 38=-23(B) 39=-23(B) 40=-23(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-3=16, 3-9=16, 9-10=16, 10-11=45, 2-17=10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 10-12=-10 Harz: 1-2=-53, 2-3=-25, 9-10=25, 10-11=53 Drag: 3-4=-0, 8-9=0 Concentrated Loads (lb) Vert: 3=116(B) 7=165(B) 9=271(B) 17=108(B) 15=-23(B) 12=108(B) 18=165(B) 19=165(B) 20=165(B) 22=165(B) 23=165(B) 24=165(B)25=165(B)26=165(B)27=165(6)28=165(B)29=165(8)30=-23(B)31=-23(B)32=-23(B)33=23(B)34=-23(B) 35=-23(B) 36=23(13) 37=23(B) 38=-23(B) 39=-23(B) 40=-23(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-3=-16, 3-9=16, 9-10=-16, 10-11=-5, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=-20 Harz: 1-2=-9, 2-3=2, 9-10=-2, 10-11=9 Concentrated Loads (lb) Vert: 3=72(B) 7=197(B) 9=335(B) 17=128(B) 15=13(B) 12=128(B) 18=197(B) 19=197(B) 20=197(B) 22=197(B) 23=197(B) 24=197(B) 25=197(B) 26=197(B) 27=197(B) 28=197(B) 29=197(B) 30=-13(8) 31=-13(B) 32=-13(B) 33=13(8) 34=-13(B) 35=-13(8) 36=13(B) 37=13(B) 38=-13(B) 39=-13(B) 40=-13(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on Daae 3 ® 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 ANS11rP11 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 411 WATERSTONE T23720853 2742550 A08 SPECIAL 1 1 Job Reference (optional) •�•���-k..r,L VLr, FL- 0000r, n.gaU S Apr zu zuzl Ml l eK lnaustnes,Inc. Mon Apr 25 15:37:11 2021 Page ID: 193QGWBBpX3jRI87zeOm7kz5?ad-hS73v7no9LScJPDoi 11 KjlZncjcTM_X?kTFas8zMoo6 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-5, 2-3=-16, 3-9=16, 9-10=-16, 10-11=-5, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=-20 Harz: 1-2=9, 2-3=2, 9-10=-2, 10-11=9 Concentrated Loads (lb) Vert: 3=72(B)7=197(B)9=335(B)17=128(B)15=-13(B)12=128(B)18=197(B)19=197(B)20=197(B)22=197(B)23=197(B)24=197(B)25=197(B)26=197(B) 27=197(B) 28=197(B) 29=197(B) 30=-13(B) 31=-13(B) 32=13(B) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(B) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53,2-3=-61, 3-9=-45, 9-10=-30, 10-11=-22, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12=-20 Harz: 1-2=9, 2-3=17. 9-10=14, 10-11=22 Concentrated Loads (lb) Vert: 3=-19(B)7=145(B)9=232(B)17=76(B) 15=-13(B) 12=76(B) 18=145(B) 19=145(B) 20=145(B) 22=145(B) 23=145(B) 24=145(B) 25=145(B) 26=145(B) 27=145(B) 28=145(B) 29=145(B) 30=-13(8) 31=-13(B) 32=13(B) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-3=-30, 3-9=-45, 9-10=-61, 10-11=-53, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12=-20 Harz: 1-2=22, 2-3=-14, 9-10=17. 10-11=-9 Concentrated Loads (lb) Vert: 3=-19(B) 7=145(B) 9=262(B)17=76(B) 15=-13(B) 12=76(B) 18=145(B) 19=145(B) 20=145(B) 22=145(8) 23=145(B) 24=145(B) 25=145(B) 26=145(B) 27=145(8) 28=145(B) 29=145(B) 30=-13(B) 31=-13(B) 32=13(B) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(1]1) 39=-13(B) 40=-13(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-45, 3-9=-45, 9-10=-45, 10-11=-37, 2-17=-20, 16-17=-20,13-16=24(F=44), 12-13=-20, 10-12=-20 Harz: 1-2=-7, 2-3=1, 9-10=-1, 10-11=7 Concentrated Loads (lb) Vert: 3=-5(B) 7=145(B) 9=247(B) 17=76(B) 15=-13(B) 12=76(B) 18=145(B) 19=145(B) 20=145(B) 22=145(B) 23=145(B) 24=145(B) 25=145(B) 26=145(B) 27=145(B) 28=145(B) 29=145(B) 30=-13(B) 31=-13(B) 32=13(B) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(8) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-45, 3-9=-45, 9-10=-45, 10-11=-37, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12=-20 Harz: 1-2=7, 2-3=1, 9-10=-1, 10-11=7 Concentrated Loads (lb) Vert:3=-5(B) 7=145(B)9=247(B) 17=76(B) 15=-13(B) 12=76(B) 18=145(8) 19=145(B) 20=145(B)22=145(B)23=145(8)24=145(B)25=145(B)26=145(B) 27=145(B) 28=145(B) 29=145(B) 30=-13(B) 31=-13(B) 32=13(B) 33=13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(B) ® WARNING - Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 5I19I2020 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 chard members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPN quality Criteria, DSB-89.and BCS/ Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 411 WATERSTONE T23720854 2742550 B01G SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:12 2021 Page 1 ID:193Q G WBBpX3jR187zeOm7kz5?ad-9ehR6TnQwfaTxZo_G?YZFz5zm7y85RZ8z7?80azMoo5 -1-4-0 5-0-4 B-6-0 11-10-0 19-6-0 i 27-8- 1-4-0 5-0-0 3-5-12 3-4-0 7-8-0 8-2-0 4x6 = 10 Y Y — 5x8 = ST1.5x8 STP = 6x8 = 0-0 8-00 17-6-5 27-B-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.t 'Except* 2-11: 2x4 SP No.2, 4-9: 2x6 SP N0.2 WEBS 2x4 SP No.3 Scale = 1:56.0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.83 Vert(LL) 0.39 2-11 >246 240 MT20 244/190 BC 0.85 Vert(CT) 0.33 2-11 >286 180 WB 0.96 Horz(CT) -0.03 9 n/a n/a Matrix-SH Weight: 142 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. Except: 6-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 5-9 REACTIONS. (size) 2=0-4-0, 9=0-8-0, 7=Mechanical Max HGrc 2=306(LC 9) Max Uplift 2=-428(LC 10), 9=-593(LC 10), 7=354(LC 10) Max Grav 2=392(LC 21), 9=1148(LC 2), 7=952(LC 16) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-397/297, 3-4=260/171, 4-5=-255/271, 5-6=-13021740, 6-7=-1428/693 BOT CHORD 2-11=88/289, 9-11=-432/805, 8-9=0/326, 7-8=483/1201 WEBS 5-9=-631/391, 5-8=514/1128, 6-8=-529/538, 3.11=278/410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Ex C; Encl. GC i=0.18; MWFRS directional and C-C Exterior 2E -1-4-0 to 2-7-10 Interior 1 2-7-10 to 7-10-6 Exterior 2R 7-10-6 to 15-9-10, Interior(1) 15-9-10 to 23-6-14, Exterior(2E) 23-6-14 to 27-6-8 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift at joint 2, 593 lb uplift at joint 9 and 354 lb uplift at joint 7. /11111111111 `,,, %%% PpUIN VF< ..,. No 68182 '. ST OF O N A Joaquin Velez PE Nd.68182 WelkUSA, Inc. FL Wit 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 27,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 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 ANS117P/i quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 4/1 WATERSTONE TBIUI T23720855 2742550 GABLE 1 1 Job Reference (optional) Builders rastaource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:14 2021 Page 1 ID:193QG WBBpX3jR187zeOm7kz5?ad-51 oBX9phSGgBAtyNOQal LOBK1 xf7ZNnRQRUETTzMoo3 1 4 0 8-6-0 11-10-0 21-9-6 27-8.0 1-4-0 B-6-0 3-4-0 9-11-6 5-10-10 M d1 48 11 2x4 II 9 ixATP = 2x4 11 2x4 11 2x4 11 3x4 = Rx114 20-0-03x6 — Scale = 1:58.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.16 25 >609 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.29 15-16 >799 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.04 22 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 192lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-23: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 27, 28, 29 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 22=0-8-0, 15=Mechanical Max Harz 2=301(LC 9) Max Uplift 2=-480(LC 10), 22=606(LC 10), 15=346(LC 10) Max Grav 2=355(LC 19), 22=1121(LC 1), 15=762(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-245/265, 5-6=216/257, 6-7=-204/263, 7-8=-174/271, 8-9=-1049/854, 9-10=1072/799,10-11=-1087/769,11-13=-1079/659,13-15=-1369/811 BOT CHORD 22-23=-460/884, 6-23=-277/415, 15-16=650/1206 WEBS 22-27=-729/359,B-27=-810/408,8-28=-593/931,28-29=583/921,26-29=-635/970, 16-26=-464/819,13-16=-453/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-11-10, Interjor(1) 1-11-10 to 7-8-14, Exterior(2R) 7-8-14 to 15-10-0, Interior(1) 15-10-0 to 23-6-14, Exterior(2E) 23-6-14 to 27-6-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 480 lb uplift at joint 2, 606 lb uplift at joint 22 and 346 lb uplift at joint 15. No .0182 y S O F �• 411: 0 R IV ,. \,�� O N A ENo . Joaqulli Velez PE Nd.68182 MiTek USA, Inc. FL Cert 6634 6904:Parke East.Blvd. Tampa FL 33610 Date: April 27,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Criteria, DSE-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 411 WATERSTONE T23720856 2742550 C1 JACK 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:15 2021 Page 1 I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-ZDMZIVgJDaz2ol XZx86Glbjd7lAylOGbf5Do?vzMoo2 -1-4-0 0-11.4 , 1-4-0 0-11-4 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 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=78(LC 10) Max Uplift 3=38(1_C 1), 2=-213(LC 10) Max Grav 3=75(LC 10),2=169(LC 1),4=17(LC 3) Scale = 1:7.6 "Er .e- M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.25 Vert(LL) -0.00 2 >999 240 MT20 244/190 BC 0.01 Vert(CT) -0.00 2 >999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix-P 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. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 38 lb uplift at joint 3 and 213 lb uplift at joint 2. ��II'1111//�� ♦�0%P IN VE' 14- J��•�C�ENS NO 68182 S OF ORI nil,. Joaquin Velez PE No. 6S182 MiTek USA; Inc. FL Cert 6634 ,6904farke East Blvd. Tampa FL 33610 Date: April 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 ANS11rP11 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 Pl y LOT 4/1 WATERSTONE T23720857 2742550 C1V SPECIAL 4 1 Job Reference (optional) irstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:16 2021 Page 1 ID: 193QGVvBBpX3jR187zeOm7kz57ad-1 Pwyyrgx_u5vPB6mVrdVQpGo9kWBITWktlzLXMzMoo1 -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >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-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP 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=74(LC 10) Max Uplift 3=38(LC 1), 2=-200(LC 10) Max Grav 3=63(LC 10), 2=169(LC 1). 4=17(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 200 lb uplift at joint 2. ,,��11JIIIIj���, PQUI N V 4611.�i G E !V i No 68182 �"0• fir i��'ssO N At �%� Joaquln Velez PE Nd.68182 MiTek USA, litc FL Cer3 6634 .6900arke East Blvd. Tampa FL 33610 Date: April 27,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I192020 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 far 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 ANSVTFI1 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 411 WATERSTONE T23720858 2742550 C3 JACK 4 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:16 2021 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-1Pwyyrgx u5vPB6mVrdVQpGmUkVBITWktIzLXMzMoo1 -1-4-0 2-11-4 i 1-4-0 2-11-4 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 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=131(LC 10) Max Uplift 3=-42(LC 7), 2=-191(LC 10) Max Grav 3=55(LC 15), 2=214(LC 1), 4=51(LC 3) Scale = 1:12.7 ST1.5x8 STP = CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.33 Vert(LL) -0.00 2-4 >999 240 MT20 2441190 BC 0.07 Vert(CT) -0.01 2-4 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 42 lb uplift at joint 3 and 191 lb uplift at joint 2. % p•QU I N JGE7VSF� i No 68182 "o : it = 9� S '0F •4U` C?- % A;`��� nn Joaquln.Velez PE Nq.68182 MiTek USA', Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 �att3: April 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 applicabirity of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* IiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type City Ply LOT 4/1 WATERSTONE FC3uV T23720859 2742550 SPECIAL 4 1 Job Reference (optional) ue (Plant City, FL), Plant city, PL - $s5et, 8.430 s Apr 20 2021 MiTek Industries, Inc. Man Apr 26 15:37:17 2021 Page 1 ID: 193QG WBBpX3jR187zeOm7kz5?ad-VcUKAArZIB Dm 1 Khy3Y8kyOpxO8rOmwmt6Piv3ozMooO -1-4-0 2-11-4 1-4-0 2-11 4 0 M n o d ST1.5x8 STP = Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=128(LC 10) Max Uplift 3=-45(LC 7), 2=-187(LC 10) Max Grav 3=56(LC 15), 2=214(LC 1). 4=51(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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) Referto girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 45 lb uplift at joint 3 and 187 lb uplift at joint 2. 010 WIN No 68182 :•• S OF00 �•�1l': .ice •. �.O R1 P••'�=�� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 8904:Parke East Blvd. Tampa FL 33610 Date. April 27,2021 WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5I192020 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, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 411 WATERSTONE T23720860 2742550 C5 JACK 4 1 Job Reference o tidnal Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 2U ZU21 MI I eK Industries, Inc. Mon Apr ze 10:a/rltf zuzl rage 1 ID:3xt7Yd6RbYnXOl6Sf6ghjjz4cnz-_o2iN WsBVW LdfUG8dGfzVEL3VY9pVN01 L3SScEzMdo7 4-0 -1-4-11-4 1-4-0 4-11-4 Scale = 1:17.6 ST1.5x8 STP = 4-11-4 4-11-4 Plate Offsets (X Y)-- 12:0-1-4 0-0-2) LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 file n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=184(LC 10) Max Uplift 3=-113(LC 10), 2=-192(LC 10) Max Grav 3=132(LC 15), 2=277(LC 15). 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 for truss to truss connections. ,`�If 1'1111 fyli� 'j girder(s) 6) Provide truss to bearing capable of withstanding 113 lb uplift at joint 3 and 192 lb uplift at ��� V IN J �/ mechanical connection (by others) of plate joint2. ,"v.OPQ<� � ••'�cE'Ns No 68182 ��3' ST. OF 4U s,0 Joaquln Velez PE Ne.66182 MITek USA; Inc. FL Urt 6634 .6904:Parke East Blvd. Tampa FL 33610 Date: April 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 ANSUTF11 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 s Truss Type Qly Ply LOT 4/1 WATERSTONE FC5V T23720861 2742550 SPECIAL 4 1 Job Reference (optional) UU-6 a niarou 1— tneni city, FL), rani city, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 2615:37:18 2021 Page 1 ID:193QGWBBpX3jR187zeOm7kz5?ad-_o2iNWsBWVLdfUGBdGfzVEL3DY9nVN01 L3SScEzMoo? -1-4-0 4-11-4 1-4-0 4-114 ST1.5x8 STP = r d d Scale = 1:17.6 1 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 2-4 >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-P Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=182(LC 10) Max Uplift 3=-116(LC 10), 2=-189(LC 10) Max Grav 3=133(LC 15), 2=276(LC 15), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; 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 pal bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf an 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 ANSUTPI 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 116 lb uplift at joint 3 and 189 lb uplift at joint 2. ,`%0%1111111 P601N F< �� ••V 4S • No 68182 :9••• -S OF •w .41 Joaquin Velez PE Nd.68182 MITek USA; Inc. FL Cert 6634 .6904•Parke East Blvd. Tampa FL 33610 Date: April 27,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 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 4/1 WATERSTONE T23720862 2742550 D01 G COMMON 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:3(:20 2021 Page 1 ID:193QG WBBpX3jRl87zeOm7kz57ad-wAASoCuS26bLuoPXkhhRafRQyMgTzEAKoNxZf7zMonz 5-8.6 10-0-0 14-3-10 20-0-0 1 21-4-0 5-8-0 4-3-10 4-3-10 5-8-6 1-4-0 , 4x4 = 3 4x9 — Scale = 1:35.8 LOADING (ps, SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 TCDL 7.0 Lumber DOL 1.25 BC 0.94 BCLL 0.0 Rep Stress Incr YES WB 0.21 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Harz 1=-224(LC 8) Max Uplift 1=338(LC 10), 5=473(LC 10) Max Grav 1=719(LC 1), 5=817(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1182/964, 2-3=-894/743, 3-4=-892/738, 4-5=-1154/921 BOT CHORD 1-7=-680/1086, 5-7=-620/978 WEBS 3-7=-369/559, 4-7=354/397, 2-7=-397/467 5x8 = 4X4 = DEFL. in (loc) I/dell Lid PLATES GRIP Vert(LL) -0.18 1-7 >999 240 MT20 244/190 Vert(CT) -0.38 1-7 >612 180 Horz(CT) 0.03 5 n/a n/a Weight: 87 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-8 to 4-1-2, Interior(1) 4-1-2 to 6-0-6, Exterior(2R) 6-0-6 to 13-11-10, Interior(1) 13-11-10 to 17-4-6, Exterior(2E) 17-4-6 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 lb uplift at joint 1 and 473 lb uplift at joint 5. ,,,%J111111/III/I S...'. G E N IVo 68182 0 • • I. : 33 S OF .' it/ : �iR�O,. ,O N A` .�j\� �►nnnlll haljuin Velez PE Nd.68182 Mfiek USA, Inc. FL Cart 6634 6904:Parke East Blvd. Tampa FL 33610 Date: April 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 411 WATERSTONE T23720863 2742550 D02A GABLE 1 1 Job Reference o tional s FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:21 2021 Page 1 ID:193QGWBBpX3jR187ze0m7kz5lad-ONkr7Yu4pQjBWy, jIODg7szfFIClijMT11g6BZzMony 1 4-0 10-0-0 20-0-0 21-4 0 1-4-0 10-0-0 10-0-0 1-7 a 4x4 = --- - cu ie 10 1r 16 15 14 �xO 2x4 II 2x4 II 2x4 II 5x6 = 2x4 II 2x4 II 2x4 II 20-0-0 Scale = 1:37.5 1 3 Ig LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 13 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 12 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 105lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0 (lb) - Max Harz 2=-219(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 16, 15 except 2=-175(LC 10), 12=-175(LC 10), 20=-129(LC 10), 14=129(LC 10) Max Gram All reactions 250 lb or less at joint(s) 2, 12, 17, 18, 19, 16, 15 except 20=279(LC 15), 14=284(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-78/290, 7-8=-78/290 WEBS 4-20=203/300, 10-14=-208/300 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-7-10, Exterior(2N) 2-7-10 to 6-0-0, Comer(3R) 6-0-0 to 14-0-0, Exterior(2N) 14-0-0 to 17-4-6, Comer(3E) 17-4-6 to 21-4-0 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 19, 16, 15 except (jt=lb) 2=175, 12=175, 20=129, 14=129. ,•%,,PQUIN VF<,, " Q i No 681$2 S ,E C 4.0; o N A� -�G '11.11 I it it l" Joatjuio Velez PE N6.68182 MiTek USA, Inc. FL C6rt 6634. 6904•Patke East Blvd, Tampa FL 33610 Date: April 27,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 MOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For, general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUPP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 411 WATERSTONE T23720864 2742550 E7 JACK 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:22 2021 Page 1 I D:3xt?Yd6RbYnX016Sf6ghjjz4cnz-sZH D Duviakr276Zvs6 kvf4 WI59RoR B?cGhQgk?zMonx -1-4-0 7-0-0 1-4, 7-0-0 I ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 7.0 Lumber DOL 1.25 BC 0.57 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20201TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=240(LC 10) Max Uplift 3=181(LC 10), 2=-207(LC 10) Max Grav 3=204(LC 15), 2=351(LC 15), 4=132(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:23.5 DEFL. in (loc) Vdefl Lid PLATES GRIP Vert(LL) -0.11 2-4 >695 240 MT20 244/190 Vert(CT) -0.23 2-4 >347 180 Horz(CT) -0.00 3 nla n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=181, 2=207. PCIU IN VFW • No 6818210 :9 S OF Joaquln,Velez PE Nq.68182 MiTek USA', lnc. FL Cert 6634 .6 kParke East Blvd. Tampa FL 33610 Date., April 27,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 411 WATERSTONE T23720865 2742550 E7V SPECIAL 7 1 Job Reference (optional) irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:22 2021 Page 1 ID: 193QG WBBpX3jRl87zeOm7kz5?ad-sZHDDuviak276Zvs6kvf4WlxgRm RB?cGhQgk?zMonx i -14 -0 7-0-0 ' 1-4-0 ' 7-0-0 I ST1.5x8 STP = Scale = 1:23.2 1 cn m N O O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.12 2-4 >674 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.24 2-4 >337 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nla nla BCDL 10.0 Code FBC2020ITPI2014 Matrix-P Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=237(LC 10) Max Uplift 3=184(LC 10), 2=-204(LC 10) Max Grav 3=205(LC 15), 2=350(LC 15), 4=132(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpj=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) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=184, 2=204. Itf1111I1f1I `���� PpU I N. V%FW 10 i No .68182 it OF i 0 <v f111111 Joaquin Velez PE No.66182 MITek USA; Inc. FL Cert 66M .6904:6arke East Blvd. Tampa FL 33610 Date: April 27,2021 ® WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek®conneclors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH 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 411 WATERSTONE T23720866 2742660 E7VP SPECIAL 7 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:23 2021 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-KlrbQEwKL1 zvIF86PpF8CH3wsZplAdFmUL9DGSzMonw -1-4-0 7-0-0 1-4-0 7-0-0 3x4 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 7.0 Lumber DOL 1.25 BC 0.42 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=303(LC 10) Max Uplift 3=-181(LC 10), 2=-327(LC 10), 4=102(LC 6) Max Grav 3=204(LC 15), 2=346(LC 1), 4=132(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:23.3 M N DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.11 2-4 >735 240 MT20 244/190 Vert(CT) 0.09 2-4 >856 180 Horz(CT) -0.00 3 n/a n/a Weight: 31 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=181, 2=327, 4=102. -%0 60I N i No 601`82 X. -ST OF :I: Joaquin Velez PE N6.68182 MiTek USA-, Inc. FL 6ert 6634 6904:Parke East. Blvd. Tampa FL 33610 Date: April 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7'Pl1 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 s Truss Type City Ply LOT 411 WATERSTONE 2742550 7G'O HipGirder 1 1 T23720867 Job Reference o ticnal II ers irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:24 2021 Page 1 ID:3xt7Yd6RbYnXO16Sf6ghjjz4cnz-oyPzeaxy5L5m N PjlzXmNIUb5Cz21 v21vj?vmouzMonv -1-4-0 3-4-14 7-0-0 10-0-0 13-0-0 16-7-2 20-0-0 21-4-0 1-4-0 3-4-14 3-7-2 3-0-0 3-0-0 3-7-2 3-4-14 1-4-0 a 4x4 = 4x4 = 3x8 = — — 3x4 = 4x4 = 5 6 3x8 = Scale = 1:36.9 1 ST1.5x8 STP = 4x4 = m 0 m I¢ 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.14 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.19 2-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.07 8 n/a file BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-B-0, 8=0-8-0 Max Harz 2=171(LC 7) Max Uplift 2=-925(LC 8), 8=-925(LC 8) Max Grav 2=1837(LC 13), 8=1837(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3130/1546, 3-4=-3035/1523, 4-5=-2715/1412, 5-6=2715/1412, 6-7=-3035/1523, 7-8=-3131/1546 BOT CHORD 2-12=1220/2816, 10-12=-1307/2903, 8-10=-1220/2689 WEBS 4-112=57/478, 5-12=-315/268, 5-10=-315/268, 6-10=-57/477 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=925, 8=925. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 605 lb down and 376 lb up at 13-0-0, and 605 lb down and 376 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=112(F=-58), 6-9=-54, 2-8=42(F=-22) Concentrated Loads (lb) Vert: 4=-347(F) 6=-347(F) �01 CLU1 N 1 V i��'-*i OP• • ��F i No IN 68182 �•' ST OF '•�1t: 0;4�� ..Alo 0 N Al-IE G %. 1111111 Joaquin _Velez PE Nd.68182 MiTek USA, Inc. FL Cert 6634 6904:1parke East Blvd. Tampa FL 33610 Date: April 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 City Ply LOT 411 WATERSTONE T23720868 2742550 G02 Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:25 2021 Page 1 ID:3xt?Yd6RbYnX016Sf6ghjjz4cnz-G8zLrvxasfDd_ZIUXEHcHi81rN RyeVn3yfeKLKzMonu i 4-6-9 9-0-0 11-0-0 15-5-7 , 20-0-0 4-6-9 4-5-7 2-0-0 4-5-6 4-6-9 ( 4x4 = 3 4x4 = ST1.5x8 STP = 4x4 = 3x4 = 4x6 = 3x4 = Scale = 1:35.8 ST1.5x8 STP = 4x4 = 9-0-0 11-0-0 20-0-0 9-0-0 2-0-0 9-0-0 ' LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.42 TCDL 7.0 Lumber DOL 1.25 BC 0.67 BCLL 0.0 Rep Stress Incr YES WB 0.19 BCDL 10.0 Code FBC20201TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Harz 1=-186(LC 8) Max Uplift 1=-341(LC 10). 6=-341(LC 10) Max Grav 1=715(LC 1). 6=715(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12001984, 2-3=-936/749, 3-4=-787/744, 4-5=-936/749, 5-6=-1200/984 BOT CHORD 1-9=-779/1090, 7-9=-405/787, 6-7=-779/1034 WEBS 2-9=-368/417, 3-9=129/264, 4-7=-129/264, 5-7=-369/417 DEFL. in (loc) Ildefl L/d PLATES GRIP Vert(LL) -0.14 1-9 >999 240 MT20 244/190 Vert(CT) -0.29 1-9 >789 180 Horz(CT) 0.03 6 n/a n/a Weight: 91 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-1 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-4-9, Exterior(2R) 4-4-9 to 15-7-7, Exterior(2E) 15-7-7 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6.0 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 at=lb) 1=341, 6=341. I N' VFo��ii No 68182 •:. ST, OF t41J ,i,��sS,��N Joaquin Velez PE No.681.82 MiTek USA, Inc. FL Ceft 6634 .6904:Parke East Blvd, Tampa FL 33610 Date: April 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web 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 ANSUTF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 4/1 WATERSTONE T23720869 2742550 G03 Hip Girder 1 Job Reference (optional) „„UTA L;o t ,d. . Ity, r�I, rid- �iiy, rL - aaoor, 6.43U s Apr 2U 2021 MiTek Industries, Inc. Mon Apr 26 15:37:26 2021 Page 1 10-3-0 I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-IKXk2FyCdyLUcjth5xorgvhSgmjhNmICBJOttmzMont 4-8-13 9-9-0 1 -0 0 15-3-3 20-0-0 4-8-13 5-0-3 0-3- 5-0-3 42% 0-3-0 4x4 11 Scale = 1:35.9 1 axo 1 3x10 11 6x8 = 7x8 — ST1.5x8 STP = ST1.5x8 STP = — 3x8 II 3x10 -\ 10-3-0 4-8-13 9-9-0 1 -0 15-3-3 20-0-0 4-8-13 5-0-3 0-3- 5-0-3 4-8-13 P&ZI LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.17 7-9 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.23 7-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-8: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Harz 1=203(LC 7) Max Uplift 1=-2231(LC 8), 5=-2271(LC 8) Max Grav 1=5015(LC 13), 5=5107(LC 14) PLATES GRIP MT20 244/190 Weight: 218 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-7 cc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-5 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8819/3945, 2-3=-6086/2786, 3-4=-6086/2785, 4-5=9326/4164 BOT CHORD 1-9=-3429/7917, 7-9=-3429/7917, 6-7=-3621/8210, 5-6=-3621/8210 WEBS 2-9=-859/2167, 2-7=-2679/1249, 4-7=-3166/1459, 4-6=-1 050/2608, 3-7=-2250/5137 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 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 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 tc ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=2231, 5=2271. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 805 lb down and 352 lb up at 1-4-0. 805 lb down and 352 lb up at 3-4-0, 882 lb down and 385 lb up at 5-4-0, 949 lb down and 415 lb up at 7-4-0, 946 lb down and 413 lb up at 9-4-0, 946 lb down and 413 lb up at 11-4-0, 946 lb down and 413 lb up at 13-4-0, 719 lb down and 314 lb up at 15-4-0, and 847 lb down and 370 lb up at 16-0-0, and 904 lb down and 395 lb up at 18-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on Daae 2 %*%%t 111111 % 0,J$Q... �F�% 0 No, .68182 0 "S T E Of ' ZU SS,oNAl- ``% 11111110 Joaquin Velez PE Nd.68182 Mfrek USA, FL Cart 6634 8964;Farke East Blvd. Tampa FL 33610 Date. ADril 27.2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SIIRQ020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast 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 4/1 WATERSTONE T23720869 2742550 G03 Hip Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MITek Industries, Inc. Mon Apr 26 15:37:26 2U21 Page 2 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-IKXk2FyCdyLUcjth5xorgvhSgmjhNm ICBJOItmzMont LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 LiCiform Loads (pig Vert: 1-3=-54, 3-5=54, 1-5=-20 Concentrated Loads (lb) Vert: 6=-660(F) 10=-739(F) 11=-739(F) 12=-809(F) 13=-871(F) 14=-868(F) 15=-868(F) 16=-868(F) 17=777(F) 18=829(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must 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 Mi lek• is always required for stability and to prevent collapse with possible personal injury and. property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4/1 WATERSTONE T23720870 2742550 H7 MONO TRUSS 2 1 Job Reference o tional GGL, C;G v ,a,,, �, y, �/, _ r . !Ly, r� - uuoor , tb.46U s Apr 2U 2U21 MITek Industries, Inc. Mon Apr 26 15:37:29 2021 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-9vCshH_5wtj3TAbGm4MYRYJv5 ntaG7etHcXU5zMonq -1-10-10 4-6-7 9-10-1 1-10-10 4-6-7 5-3-10 Scale = 1:23.0 j ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.15 6-7 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 43lb 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 9-10-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=G-8-0, 5=Mechanical Max Horz 2=239(LC 8) Max Uplift 4=-167(LC 8), 2=-247(LC 8), 5=-70(LC 5) Max Grav 4=160(LC 1), 2=452(LC 1), 5=292(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-697/224 BOT CHORD 2-7=-313/629, 6-7=313/629 WEBS 3-7=0/323, 3-6=-664/330 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 atjoint(s) 5 except (jt=1b) 4=167, 2=247. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 62 lb up at 1-5-12, 56lb down and 62 lb up at 1-5-12, 5lb down and 68 lb up at 4-3-11, 5 lb down and 68 lb up at 4-3-11, and 50 lb down and 138 lb up at 7-1-10, and 50 lb down and 138 lb up at 7-1-10 on top chord, and 22 lb up at 1-5-12, 22 lb up at 1-5-12, 11 lb down and 7 lb up at 4-3-11, 11 lb down and 7 lb up at 4-3-11, and 51 lb down at 7-1-10, and 51 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 (plo Vert: 1-4=-54, 2-5=20 Continued on pace 2 >%` Pp U IN00 I VFW ��icy, 40 No 68182 0�.. OF : •�44/ A��%%%, 111 Joaquin Velez PE N0.68182 SA Welt U, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: And 27 2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 411 WATERSTONE T23720870 2742550 H7 MONO TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:29 2021 Page 2 I D:3xt?Yd6RbYnX016Sf6ghjjz4cnz-9vCshH_5wtj3TAb Gm4M YRYJv5_ntaG7etHcXU5zM onq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=36(F=18, B=18) 7=-11(F=-5, B=-5) 8=46(F=23, B=23) 9=-99(F=-50, B=-50) 10=22(F=11, B=11) 11=-51(F=-25, B=-25) ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 Qualify Criteria, DSO.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty T 4/1 WATERSTONET23720871 2742550 H7V SPECIAL 2 :JP71 Reference o tional -- -• •- n - • �w •- - ����• , o.y s mpr to zul i wu I eK Inousrrles, Inc. Mon Apr Y6 1 b:3/:3D 2021 Page 1 ID:193QG WBBpX3jR187zeOm7kz5?ad-d6mEud?jhBrw5KASKntn_lr6DO95Jjoo5xM50YzMonp 1-10-10 5-4-1 9-10-1 1-10-10 5-4-1 4-6-0 Scale = 1:22.9 I 3x4 = ST1.5x8 STP = 5-4-1 4-6-0 Plate Offsets (X,Y)-- f2:0-1-3 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.11 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=236(LC 8) Max Uplift 4=166(LC 8), 2=272(LC 8), 5=161(LC 5) Max Grav 4=136(LC 1), 2=448(LC 1), 5=295(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-992/637 BOT CHORD 2-7=-703/911, 6-7=710/907 WEBS 3-7=0/315, 3-6=-894/696 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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. • �� •• r�y 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 ,: �� ,jar will fit between the bottom chord and any other members. ,�'�\•Ci EN S •, 5) Refer to girder(s) for truss to truss connections. ���? ••'� �'•• ' �. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i capacity of bearing surface. No 68182 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=166, 2=272, 5=161. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 52 lb up at =p 1-5-12, 67 lb down and 52 lb up at 1-5.12, 80 lb up at 4-3-11, 80 lb up at 4-3-11, and 50 lb down and 174 lb up at 7-1-10, and 50 �0�:• S Of lb down and 174 lb up at 7-1-10 on top chord, and 23 lb up at 1-5-12, 23 lb up at 1-5-12, 11 lb down and 7 lb up at 4-3-11, 11 lb down and 7 lb up at 4-3-11, and 51 lb down at 7-1-10, and 51 lb down 7-1-10 bottom at on chord. The design/selection of such 40�. T,[[•�� , Q �•� _ �� connection device(s) is the responsibility of others.9) In the LOAD loads �i ``S'•,� 0 R' �• ` �� applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardSE(ection, A' , 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.88182 Uniform Loads (plf) MITek USA; Inc. FL Ceit 6634 Vert: 1-4=-54, 2-5=20 ,6904:Nrke East Blvd. Tampa FL 33610 Data: And 27 9091 Continued on oaae 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 411 WATERSTONE T23720871 2742550 H7V SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557, b.431.) s Apr zu zU21 Nit t eK Inrlustnes, Inc, wtGn l Apr Lb O:at:3U zuz i rage/ ID: 193QG WB BpX3jRI87zeOm7kz5?ad-d6m Eud?jhBrw5KASKntn_lr6D095Jioo5xM5OYzMonp LCrAD CASE(S) Standard Concentrated Loads (lb) (, Vert: 8=49(F=24, 13=24) 9=36(F=18, B=18) 10=99(F=-50, B=-50) 11=23(F=11, B=11) 12=-11(F=-5, B=5) 13=-51(F=-25, B=-25) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 4ek• 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 ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 t 1 Symbolls PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �'y1fi 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 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 of O 2 U IL O F Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 0 O M U 0- 0 I — 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 MiTok� MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 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.