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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 rF D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES May 12, 2021 Building Department Ref: Adams Homes Lot: Lot 6 B1k.1 Subdivision: Fort Pierce - Waterstone Address: 5436 Lugo St. Model: 1820 A LHG 3CF KA # 21-4882 Truss Company: Builders First Source Date of drawings: 4/28/21 Job No.: 2742544 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 5/12/2021 Carl A. Brown, P.E. FL. # 56126 5/12/2021 Scott Lewkowski, P.E. FL. #78750 °°°°e►eesicrsi p ABLO T •,,, No 87 4 S Op Luis Pal' FL. # 878 4 FDS Engineering Associates, A TSG CORI "Your Building Code Experts" Z �, 1 �1 ®1 ®1 11MAN ! I7"AIMMI 12-10-00 'S� I 111A Z ZA. 16 # UL EXPOSED TO VIr 1684# UL 3/12 VLT A( 3/12 VLT // E At A 12 VLT AI 1 '-0" 3/12 VL // N 3/12 VLT 8'-0" CLG By U) VALLEY FRAMING BY OTHERS 10'-0" CLG / 3/12 VLT 011 0 o B01G A01( I EXPOSED TO WIND ERG. 8'-0"AFFW/ LWEEWALLTO 8'-0" CLG 13-04-00 CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 A* LUS24 / JUS24 895 / 835 14901510 1LA' 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 1(A 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 ALB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 LC 0 D I HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 In 0 E I HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 LB 0 F 11 HGU828-2 / THDH28-2 7460 / 8025 3235 / 3330 1 1 LF 0 / THDH26-3 5230 /5245 2155/23400 US28-3 /THDH28-3 7460/7835 3235/ 43700 MG rHGUS26-3 A26 / HJC26 9100 / 8990 4095 /4370X8NOP El Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 05/12/2021 By: ES Submittal No.: Project No.: 21-4882 Project Eng.: Luis Torre Project Name: Adams Homes - Fort Pierce - Waterston - Lot 6 BI 1 VERIFY ALL DIMENSIONS AND CEIJNG COMT10NS PRIOR TO APPROVAL SOME CEInNG FRAMING REQUIRED IN FIELD BY BUILDER MAWWIND FORCE RESLSTINOSYSTEWI HYBRIDPANDASCE7-16 IMPORTANT ENCLOSED ERPOSURECATEGORYC OCCUPANCY CATEGORY I This Drawing Must Be Approved And WND LOAD 160 MPH Returned Before Fabrication Will WIND INPORTANCE FACTOR IM TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD UVE LOAD Begin. For Your Protection Check All NONCONCURRENr WITH ANY OTHER LNE LOADS Dimensions And Conditions Prior To APOf Plan. ROOF LOADING FLOOR LOADING BELO SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF By Date BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 65 PSF DURATION: 1.26 DURATION: 1.00 CAUTION W 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. (Le. 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 Backeharges 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 PROJECT: Single Family MODEL: 1820 A SCAR ADDRESS 5436LUG0 ST LOT / BLOCK: 6/1 SUBDMSION: WATERSTONE CITY: FT PIERCE DRAWN BY: KSANCHEZ JOB # : 2742644 DATE: 04/2512021 SCALE: NTS PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 3051300 Fax(813) 305.1301 MM io MiTek' RE: 2742544 MiTek USA, Inc. LOT 6/1 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie Protect Name: 2742544 Lot/Block: 6/1 Model: 1820 A SCAR Address: 5436 LUGO ST Subdivision: WATERSTONE City: Fort Pierce State: FL 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, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23720843 A01 4/28/2021 21 T23720863 D02A 4/28/2021 2 T23720844 A01AG 4/28/2021 22 T23720864 E7 4/28/2021 3 T23720845 A01 BG 4/28/2021 23 T23720865 E7V 4/28/2021 4 T23720846 A01CG 4/28/2021 24 T23720866 E7VP 4/28/2021 5 T23720847 A02 4/28/2021 25 T23720867 G01 4/28/2021 6 T23720848 A03 4/28/2021 26 T23720868 G02 4/28/2021 7 T23720849 A04 4/28/2021 27 T23720869 G03 4/28/2021 8 T23720850 A05 4/28/2021 28 T23720870 H7 4/28/2021 9 T23720851 A06 4/28/2021 29 T23720871 1-17V 4/28/2021 10 T23720852 A07 4/28/2021 11 T23720853 A08 4/28/2021 12 T23720854 B01 G 4/28/2021 13 14 T23720855 T23720856 B06G C1 4/28/2021 4/28/2021 REVIEWED FOR 15 16 T23720857 T23720858 C1V C3 4/28/2021 4/28/2021 w' CODE C®MPLIANC.E COUNTY 18 T23720860 C5V 4/28/2021 ST. LUCIE 19 T23720861 C5V 4/28/2021®!�� 20 T23720862 D01 G 4/28/2021 Ce 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. Florida COA: 6634 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1 of 1 i No 'rcz �•: ST E OF A _I11.11 Joaguln Velez PE No.68182 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd..Tannpa FL 33610 April 28, 2021 n.t.- Velez, Joaquin Job Truss Truss Type Oty Ply LOT 6/1 WATERSTONE T23720843 2742544 A01 SPECIAL 13 1 Job Reference (optional) Lou. =is nr orouuice inane City, FL), Plant City, rL - aaoor, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:36:56 2021 Page 1 ID:193QG WBBpX3jR187zeOm7kz5?ad-dZj Om?bOhkZ106awKeGocbRBigWrLFWoHe7lgwzMooL 14-0 6-3-0 11-11-12 19-10-0 27-84 33-5-0 14-0 6-3-0 5-8-12 7-10-47-104 5-8-12 6-3-0 14-0 5x6 = 6.00 FIT Scale = 1:72.2 aii.axaair- 5x12 ST1.5x8 STP = 3.00 F12 5x12 zzz LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP M 31 `Except' 1-4,6-9: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 13-14,10-13: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=433(LC 9) Max Uplift 2=810(1_C 10), 8=-810(LC 10) Max Grav 2=1782(LC 15), 8=1782(LC 16) 22-1-8 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.96 Vert(LL) 0.49 10-11 >960 240 MT20 244/190 BC 0.75 Vert(CT) -0.83 10-11 >561 180 WB 0.71 Horz(CT) 0.48 8 n/a n/a Matrix-SH Weight: 230 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 1 Row at midpt 6-11, 4-12 FORCES. (lb) -Max. Comp./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=2676/11481, 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=-1436/820, 6-10=682/2000, 7-10=-188/281, 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=160rhp6 (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, Interjor(1) 23-9-10 to 37-0-6, Extericr(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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSIIrPI 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) 2=810,8=810. 01 N I V ♦♦♦%% ,Ov�G.ENSF��,'�i r No. 68,182 9 OF ••u/� 10 i 1111 Jcaquln Velez PE N6.68182 MiTek USA, Inc. FL Ceft 6634. ,6064: Parke East Blvd. Tampa FL 33610 Date: April 27,2021 A WARNING - Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1%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 ANS11TF1l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 611 WATERSTONE T23720844 2742544 A01AG SPECIAL 3 1 Job Reference o tional Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:36:57 2021 Page 1 ID:193QGWBBpX3jR187zeOm7kz5?ad-51HmzLcOS2hbdG96uMn1 Bo_Ns4oR4iaxWlsrMyzMooK r1 4 0 6-3-0 11-11-12 _, 19-10-0 26-8� 32-85 39-8-0 1 4-0 6 3-0 5 8-12 7-10A 6-10-4 6-0 1 6-11-11 5x6 = 6.00 FIT 5x6 II 5 6 Scale = 1:71.0 ST1.5x8 STP = 13 12 3xti = 5x6 46 3.00 12 6x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 TCDL 7.0 Lumber DOL 1.25 BC 0.99 BCLL 0.0 Rep Stress Incr YES WB 0.72 BCDL 10.0 Code FBC2020/TP12014 Matrix-SH DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.29 10-12 >784 240 MT20 244/190 Vert(CT) -0.47 10-12 >493 180 Horz(CT) -0.06 12 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 6-12: 2x6 SP No.2 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 12=0-4-0, 9=Mechanical Max Harz 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=-13671687 BOT CHORD 2-16=884/2358, 15-16=362/1181, 14-15=157/253, 12-14=-1343/531, 6-14=1210/534, 10-1 2=-1 40/499, 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 Weight: 212 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 6-14 5-11-0 oc bracing: 12-14 1 Row at micipt 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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 8 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 100 lb uplift atjoint(s) except Qt=lb) 2=502,12=638,9=360. ,Ilil,lll/f/I �o*- 6U I N Vj�-�lei� i No -68182, 0. S OF • 14/ lot 111 Joaquin .Velez PE Nd:68182 M (ekUSA, Inc. FL Uri 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 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 ANSVTPl1 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 City Ply LOT 6/1 WATERSTONE T23720845 2742544 A01BG SPECIAL 2 1 Job Reference (optional) Bwlders FITS-ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:36:58 2021 Page 1 ID:193OGWBBpX3jR187zeOm7kz5?ad-ZyrBAhceDMpSFQkIS31GhOVVb1 UAPpDu4kycOuOzMooJ �4 4 6 3-0 11-11-12 19-10-0 26 8 4 32-85 39 8-0 1-4-0 6 3-0 5 8-12 7-10-4 1104 6 0-1 6 11-11 5x8 %% 6.00 FIT ST1.5x8 STP = 10 io fa 9 3x6 = 5x6 % 3.00 F12 ST1.5x8 STP = 6x8 = 6x8 = 8-8-0 Scale = 1:74.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.27 9-10 >855 240 MT20 2441190 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 n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 197 Ito 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 at midpt 4-11, 6-10 REACTIONS. All bearings 0-8-0 except (jt=length) 8=Mechanical, 12=0-40. (lb) - Max Harz 2=425(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=575(LC 10), 10=556(1_C 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=2971642, 8-9=-631/1239 WEBS 3-13=357/287, 4-11 =-1 096/777, 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; Vuit=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 15-10-6, Exterior(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) 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 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. 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 8. PpUIN VFW N:o 68182 CID •' S 0 F �• Joaquin Velez PE N0.68182 MiTek USA, Inc.. FL Per:6634 6904:15arke East•Bivd. Tampa FL 33610 Date: April 27,2021 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 bracing permanent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 611 WATERSTONE T23720846 2742544 A01CG GABLE 1 1 Job Reference o tional Builders First5ource (Plant City, FL), Plant City, FL - 33557, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:00 2621 Page 1 ID:193QG WB BpX3jR187zeOm7kz5?ad-VKyvbMevlz4AUjuhZUKkmRcwOltQH8sNCG5VzHzMooH r1-4-q13-2-0 19-10-0 26-8� 32-8-5 39-8-0 1-4-0 5-10-0 7-4-0 6-8-0 610, 6-0-1 6-11-11 m O 5x6 II 5x8 = 18 17 16 15 12 " 5x8 = 3x4 = 10-0 ST1.5x8 STP = 5x6 = Scale = 1:74.7 3 19 0 N Iv 6 6x8 = 39-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.27 11-12 >873 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.43 11-12 >544 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 260 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins. 7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.3 *Except* 10-0-0 oc bracing: 11-12 2-15: 2x4 SP No.2 P, 13-14: 2x4 SP No.2, 11-12,10-11: 2x4 SP No.1 6-115 oc bracing: 10-11. WEBS 2x4 SP No.3 1 Row at midpt 6-13 OTHERS 2x4 SP No.3 6-0.0 oc 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 Horz 2=412(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-21 O(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, 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 Cordfted.o134iNeWdesigner to verify suitability of this product for its intended use ,,{{f111111fI�I a`%0_4�� PQU No ,68182 : •' ST. OF :F141 #is41� Joaquin Velez PE N0.68182 MiTek USA, Inc. FL Cert 6634 6904;1parke East Blvd. Tampa FL 33610 Date: AD01 272021 ®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 ANSI/TIolf quality Criteria, DS9-89 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 6/1 WATERSTONE T23720846 2742544 A01 CG GABLE 1 1 Job Reference o ti0nal oumuei s rmstowrce (riant uny, rL), runt Utry, rL - aaabr, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:01 2021 Page 2 NOTES- ID:193QG WBBpX3jR187zeOm7kz5?ad-zXWHpifXWH C 16tSt7BszJe858hDfOb6XRwg2VzMooG 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. 6/79/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITP11 Duality 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 LOT 611 WATERSTONE ]Qty— ]Ply T23720847 2742544 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 15:37:02 202 —Page 1 I D:193QG WBBpX3jRl87zeOm7kz5?ad-Sj4fO2g9HaKuk113hvNCrshEB5XZlz2gfaac29zMooF r1-4-Q 6-3-0 11-11-12 19-0-0 ,20-8-0, 27-84 33-5-0 39-8-0 41-0-0 1-4-0 6-3-0 5-8-12 7-0-4 1-8-0 7-0-4 5-8-12 6-3-0 1 4 0 6.00 F12 5x6 = 5x6 = 5 6 ST1.5x8 STP = 3x4 = ST1.5x8 STP — 6x8 3.00 F12 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 FBC2020rrPI2014 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 Uplift 2=810(LC 10), 9=-810(LC 10) Max Grav 2=1533(LC 1), 9=1533(LC 1) 6x8 Zz 31-0-0 Scale = 1:75.1 CSI. DEFL. in (loc) Vdefl L/d 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 (lb) 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, B-9=-4678/2623 BOT CHORD 2-16=219214471, 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. 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 15-0-6, 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 at joint(s) 2, 9 considers parallel to grain value using ANSIfrPI 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. 01111111►1i! Cjtj IN No .68t82 t• S T E. OF ��11 ,n• ,A' Joaquin Velez PE No.68182 MiTek Q1 A, Inc. FL Cent 6634 6904: Parke East Blvd. Tampa FI33610 Date: April 27,2021 ®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. Addhional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ru Truss Truss Type y LOT 6/1 WATERSTONET23720848 7,yp, 2742544 SPECIAL 1 Job Reference (optional) Sunders FirstSource (Plant City, FL), Plant City, 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 14-q 6-3-0 11-11-12 17-0-0 + 22-8-0 27-8-5 33-5-0 39-8-0 Al-0-0 5-8-12 5-0-5 5-8-0 5-0-4 5-8-12 6-3-0 1-4-0 6.00 F12 5x6 = Scale = 1:75.1 5x8 = ST1.5x8 STP = ST1.5x8 STP = 5x8 3.00 12 5x8 22-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.80 BC 0.88 WB 0.94 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.53 11-12 >891 240 -0.79 11-12 >590 180 0.49 9 n/a n/a PLATES GRIP MT20 244/190 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=-810(LC 10), 9=-810(LC 10) Max Grav 2=1533(LC 1), 9=1533(LC 1) FORCES. (lb) -Max. Camp./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=-11831761, 5-14=394/792, 6-12=-394/816, 7-12=1111/761, 7-11=-775/1647, 8-11=275/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 11111.11f ��A 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. �����,'ll I N 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 13-0-6, Exterior(2R) ...... .. 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 ,� :•` G N reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 `,�� ,•��, �C`•••. �, 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific + i N;o. 68182 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. i •' S OF 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. AI 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint 2 and 810 Ib uplift at •• C1�� �js •: �%) R '. ' ✓��'�s��NA�E joint 9. �01111,11.I; L11 Joaquin.Velez PE No,68182 MITek USA, Inc. FL Cert 6634, ,6.904:Parke East Blvd. Tampa FL 33610' Gate: 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 properly incorporate this design into the overall buildbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• ing 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 ANSI1TP11 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 611 WATERSTONE T23720B49 2742544 A04 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 15:37:05 2021 Page 1 ID:193QGWBBpX3jR187zeOm7kz5?ad-slmoe4i1 aVITbUmeMlwvTUJpCJXiyM_6MYoGeUzMooC r1-4-Q 5-11-1 9-6-9 15-0-0 19-10-0 24-8-0 30-1-7 33-8-15 39-8-0 Al-O-0 1 4-0 5-11-1 3-7-9 5-5-7 4-10-0 4-10-0 5-5-7 3-7-9 5-11-1 6.00 12 4x8 \1 4x12 = 3.00 12 5x6 = 3x4 = 5x6 — 24 6 25 7 4x12 zz 48 // Scale = 1:75.1 i 8-8-0 15-0-0 24-8-0 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], [7:0-4-0,0-2-8], [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 (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl 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 FBC2020/TP12014 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(LC 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 11111111!!�I NOTES- ,,,,�Ttf WIN 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. �� .'' �:� SF•'. �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) i No, 68182 •;. 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. U 4) Provide adequate drainage to prevent water ponding. i 9 • $ Of :• 5) This truss has been designed fora 10.0 bottom chord live load nonconcurrent with any other live loads. psf 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ; Q 10 T• :k �i R' •'�` �� 7) Bearing at joint(s) 2, 10 considers to ANSI/TPI 1 angle to formula. Building designer should ��j SSA �' • "'• • •\ �, parallel grain value using grain verifycapaci of sc ���[!� N A` 1���,` 8 Provide mechanical calearing cone.nection ction b others of truss to bearing late capable of withstanding 797 lb uplift at 2 and 797 lb uplift at (Y ) 9P P 9 P J P 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 MlTek USA, Inc. FL Ced 6634 sheetrock be applied directly to the bottom chord. .6904:Paike EaSt•Blvd. Tampa'FL 3361.0 Dale: 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 ANSVTP/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 Qty Ply LOT 6/1 WATERSTONET23720650 2742544 A05 7SuEsCse 1 1 c„aae— r,re.. Job Reference (optional) - --• , r, �n _ r, �� ���� UAJU s Apr zu zu21 Mi reK Industries, Inc. Mon Apr 2615:37:07 2021 Page 1 ID: I93QG WBBpX3jR187zeOm7kz5?ad-ogtY3mj167yBgow1 TSyNYv0626ExQDOPpsHNiNzMooA r1-4-Q 6-8-0 13-0-0 19-1G-0 26-8-0 to' 39 8-0 5l1 0-0 6-4-0 6-10-0 6-10-0 6-4-0 6-8-0 1-4-0 Sx6 = 6.00 12 3x4 = 5x6 = 4 17 18 5 19 206 of i.oxoair- 6x8 3.00 rl2 39-8-0 ST1.5x8 STP = 6x8 ZZ Scale = 1:75.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.55 11-13 >845 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.89 11-13 >526 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.57 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH 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 Harz 2=294(LC 8) Max Uplift 2=-81C(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=-1444/2714, 8-10=2492/4222 WEBS 3-14=282/338, 4-14=-985/1859,4-13=-142/522, 5-13=-394/275, 5-1 1=-394/275, 6-11=142/522, 6-10=985/1749, 7-10=-292/338 PQU�N NOTES- 1) Unbalanced jive ♦♦�♦ S'�•.• roof loads have been considered forthis design. ��. •• :�\ i� 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, Intedor(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, Exterior(2E) 37-0-6 to 41-0-0 zcne;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. 4) Provide adequate drainage to prevent water ponding. i ST O F O ���. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. T 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 members. �� R \ �;.• ♦� ......•� I s •�'�? I� 7) Bearing at joint(s) 2, 8 considers parallel to value using ANSI/TPI 1 to formula. s? ♦♦ N AL E grain angle grain Building designer should verify ,�Q ���♦ capacity of bearing surface. I l I I I l� 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 Nti.68182 joint 8. MRek 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 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 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 ANS11TRII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke East Job Truss Truss Type Qty Ply LOT 6/1 WATERSTONE T237 00851 2742544 A06 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 15:37:08 2021 Page 1 I D:193QGWB BpX3jR187zeOm7kz5?ad-GtRwH5kwtQ42SyV D1 AUc57xG6Wa29j8Z2V1 wFpzMoo9 r1-4-Oi 5-11-1 11-0.0 17-0-0 22-8-0 28-8-0 33-8-15 39-8-0 41-0-Q 1-4-0 5 11-1 5-0-15 6-0-0 5-8-0 6-0-0 5-0-15 5-11-1 144 5x6 = 2x4 11 5x6 = 4 18 19 0 0 20 21 7 5x6 = ST1.5x8 STP = ST1.5x8 STP = 6x8 ; 3.00 F12 6x8 Scale = 1:73.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 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/TP12014 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 oc 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(LC 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=-4455/2724,8-9=-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 forthis 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 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, Extericr(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. PQU1, i Nq. ,68182 13 ST� OF O R 10 * I&N,4% Joaquin Velez PE N6.68182 MiTek USA, Inc. FL CM 6634 6904:11oarke East Blvd. Tampa FL 33610 Oats: April 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 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 BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Type Qty Ply LOT 6/1 WATERSTONE ;27425�44�A07��]SPECIAL 1 1 T23720852 a floe r rc� Job Reference o tional - ' -" - ^r, ..a. r, �� ��� 6.43U S Apr 2u 2U21 Mi fek Industries, Inc. Mon Apr 26 15:37:10 2021 Page 1 ID:193QGWBBpX31Rl87zeOm7kz57ad-DFZginmAO2KIhGec9aW5AY0e6KM6ddArVpW1 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 4-5-11 6-10-8 7-10-15 6-10-8 4-5-11 4-"1-4-0 5x6 = 3x4 = 5x8 = 5x6 = 6.00 12 4 21 2223 5 6 2425 26 7 3x4 3x4 3 20 827 19 1 2 17 16 15 14 13 12 18 5x6 = 3x4 = 3x6 = 3x4 — 5x6 = 11 ST1.5x8 STP = 2x4 11 3x4 = 2x4 11 4x6 = 3.00 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 0-0 Scale = 1:73.6 c? 0 N 28 O 9 0 10 I� N ST1.5x8 STP = o 4x6 zZ CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.78 Vert(LL) 0.21 15-16 >745 240 MT20 244/190 BC 0.50 Vert(CT) 0.1715-16 >943 180 WB 0.57 Horz(CT) 0.03 9 n/a n/a Matrix-SH Weight: 191 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,13-15. REACTIONS. All bearings 0-8-0 except Gt=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 250lb or less atjoint(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 2-18=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, 0-11 =3171890 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 Extericr(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(1) 34-7-10 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 20.0psf 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) Bearing at joints) 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). tt11f11)11// j-4, OWN 'F< i N.o 68182 :0 i Sfi Of 4U: Joaquin Velez PE N0.66182 MITek USA,, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: Anril77 )n,)1 Continued on a e 2 ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. • Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and 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 611 WATERSTONE T23720852 2742544 A07 SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, dAJU s Apr zu 2uzl wit i eK inaustrles, Inc. Nion Apr zb 10:0f:1 U zuzl rage z ID:193QGWBBpX3jR187zeOm7kz5?ad-DFZginmAO2KIhGec9aW5AY0e6KM8ddArVpW1 KizMoo7 LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 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 Uniform 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 Horz: 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, 24=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 Horz: 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 Horz: 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 Horz: 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, 24=-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 Horz: 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=10(F=30), 12-13=-20, 9-12=-20 Horz: 1-2=-29, 2-4=-19, 7-9=-22, 9-10=-12 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-4=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 Horz: 1-2=-82, 2-4=-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, 2-4=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 Horz: 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 Horz: 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 Horz: 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 Horz: 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 Horz: 1-2=-22, 24=-14, 7-9=-17, 9-10=-9 17) Dead + 0.75 Roof Live (bat.) + 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, 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 Horz: 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, 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 Horz: 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. 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 ANS17TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 6/1 WATERSTONE T23720853 2742544 A0 ESPECIAL 1 1 Job Reference (optional) - _.---. - ... --_ __. -- ..._... _..,, • -„ ..,.. . „.,, ,,,,.,,,, , o-ou a mpr zu zuz i rvu r eK Inausines, Inc. Man Apr Ztl 1 S:3/:11 ZU21 Page 1 ID:193QGWBBpX3jR187zeOm7kz5?ad-hS73v7no9LScJPDoil1KjlZncjcTM X?kTFasBzMao6 -0-0 2-3-1 1931%0 22-5-14 26-3-5 3-24810 39 8-0 0r1177-01 7-0-0 1-0 Scale = 1:73.6 6.00 12 1 dI 1C� o ST1.5x8 STP = 3x6 3.00 12 5x6 = 3x8 = 3x4 = 2x4 11 5x6 = 5x12 = 5x6 — 3 18 19 4 2021 22 5 23 24 6 25 7 26 827 28 29 917 — 5x8 — 30 31 16 32 33 34 15 14 35 36 37 13 38 39 40 12 6x8 = 3x6 = 6x8 = 5x12 = 3x8 = ST1.5x8 STP = 5x6 7-1-8 12-3-1 12 -0 19-10-0 26-2-0 26 5 32-6-8 39-M 7-1' 5-1-9 0- -15 7-4-0 6-4-0 0- -5 6-3-3 7-1-8 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [3:0-3-0,0-2-0], [4:0-3-8,0-1-8], [7:0-3-0,0-3-0], [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], 1`16-0-3-8.0-31711 n7•n-5-8 0L10-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.24 14-16 >709 240 MT20 2441190 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 n/a 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 ot=length) 16=0-4-0, 13=0-4-0. (lb) - Max Harz 2=-171(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=362(LC 8), 10=A45(LC 8), 16=-1709(LC 8), 13=1849(LC 8) Max Grav All reactions 250 lb or less at joints) 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 midpt 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 atjoint(s) 2, 10 considers parallel to grain value using ANSl1TPI 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. continued on oaae 2 ,,�11111111//� No.68182 M � S O F ' 411 1.111,1 Joaquin Velez PE No08182 MiTek USA, Inc. FL Cert 66A 6904:Parke East Blvd. Tampa FL 33610 Oafs: 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 i1AiTek• 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 ANSYT1711 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 611 WATERSTONE T23720853 2742544 A08 SPECIAL 1 1 Job Reference o tional uumers I-IrstSource (Plant uty, I-L), Vlant t;lty, FL - 33be(, 6.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:11 2021 Page 2 ID:193QGWBBpX3jR187zeOm7kz5?ad-hS73v7no9LScJPDoil1 KjlZncjcTM_X?kTFas6zMoo6 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 159 lb up at 7-0-0, 111 lb down and 197 lb up at 9-0-12, 111 lb down and 197 lb up at 11-0-12, 111 lb down and 197 lb up at 13-0-12, 111 lb down and 197 lb up at 15-0.12. 111 lb down and 197 lb up at 17-0-12, 111 lb down and 197 lb up at 19-0-12, 111 lb down and 197 lb up at 20-7-4, 111 lb down and 197 lb up at 22-7-4, 111 lb down and 197 lb up at 24-7-4, 111 lb down and 197 lb up at 26-7-4, 111 lb down and 197 lb up at 28-7-4, and 111 lb down and 197 lb up at 30-7-4, and 175 lb down and 356 lb up at 32-8-0 on top chord, and 353 lb down and 128 lb up at 7-1-12, 92 lb down at 9-0-12, 92 lb down at 11-0-12, 92 lb down at 13-0-12, 92 lb down at 15-0-12, 92 lb down at 17-0-12, 92 lb down at 19-0-12, 92 lb down at 20-7-4, 92 lb down at 22-7-4, 92 lb down at 24-7-4, 92 lb down at 26-7-4, 92 lb down at 28-7-4, and 92 lb down at 30-7-4, and 353 lb down and 128 lb 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=-111(B) 9=-175(B) 17=-330(B) 15=46(B) 12=-330(B) 18=111(B) 19=-111(13) 20=111(B) 22=-111(B) 23=-111(B) 24=-111(B) 25=111(B) 26=-111(B) 27=-111(B) 28=-111(B) 29=-111(B) 30=-46(B) 31=-46(B) 32=-46(B) 33=46(B) 34=-46(B) 35=46(B) 36=-46(B) 37=-46(B) 38=-46(B) 39=-46(B) 40=-46(B) 4) Dead + 0.6 MWFRS Wind (Pas. 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(B) 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(13) 33=23(B) 34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38=23(B) 39=-23(B) 40=-23(B) 5) Dead + 0.6 MWFRS Wind (Pas. 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(B) 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(B) 34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38=23(B) 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 (plf) 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(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(13) 33=13(13) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(131) 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= 1 97(B) 9=356(B) 17=1 28 (B) 15=- 1 3(B) 12=1 28 (B) 18=197(B) 19=1 97(B) 20=1 97(B) 22=1 97(B) 23=1 97(B) 24= 1 97(B) 25=1 97(B) 26=1 97(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) 8) Dead + 0.6 MWFRS Wind (Pas. 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(B) 7=136(B) 9=214(B) 17=108(B) 15=-23(B) 12=108(B) 18=136(B) 19=136(B) 20=136(B) 22=136(B) 23=136(B) 24=136(B) 25=136(B) 26=136(B) 27=136(B) 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(1]1)38=-23(B) 39=-23(B)40=-23(B) 9) Dead + 0.6 MWFRS Wind (Pas. 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(B) 28=165(B) 29=165(B) 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(B) 31=-13(B) 32=13(13) 33=13(13) 34=-13(B) 35=-13(B) 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 oaae 3 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6I19/2020 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 ANS11TFll 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 Qty Ply LOT 6/1 WATERSTONE A08 SpECIAL 1 1 T237208532742544 _ Job Reference o tional mow' ����� �� -Y' m4ou s Apr zu zuzi ml I eK Inaustnes, Inc. Mon Apr 26 15:37:11 2021 Page 3 ID: 193QGWBBpX3jR187zeOm7kz5?ad-hS73v7no9LScJPDoil1 KjlZncjcTM_X?kTFas6zMoo6 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 Horz: 1-2=9, 2-3=2, 9-10=-2, 10-11=9 Concentrated Loads (lb) Vert:3=72(B) 7= 1 97(B) 9=335(B) 17=1 28(B) 15=- 1 3(B) 12=1 28(B) 1 8=1 97(B) 19=197(B)20=197(B)22=197(13)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(13) 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 Horz: 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(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) 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 Horz: 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(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(B) 15) Dead +0.75 Roof Live (bat.) +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 Horz: 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(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) 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 Horz: 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(8) 34=13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=13(B) 39=-13(B) 40=-13(B) 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the V I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TFIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 6/1 WATERSTONE T23720854 2742544 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:193QGWBBpX3jR187zeCm7kz5?ad-9ehR6TnQwfaTxZo_G?YZFz5zm7y85RZ8z7?80azMoo5 -1-4-0 5-Olt 8-6-0 11-10-0 19-6-0 27-8-0 1-4-0 1M 3-5-12 3-4-0 7-8-0 6-2-0 4x6 = 10 4x4 = 5x8 = ST1.5x8 STP = 6x8 = Scale = 1:56.0 0 0 M N Iq 0 7-10-0 8-Q-0 17-6-5 27-8-0 ' 7-10-0 0- -0 9-6-5 10-1-11 Plate Offsets (X,Y)--[2:0-2-9,0-1-81,[6:0-4-0,0-3-01,[8:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.39 2-11 >246 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.33 2-11 >286 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) -0.03 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 142 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins. BOT CHORD 2x4 SP No.1 `Except` BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. Except: 2-11: 2x4 SP No.2, 4-9: 2x6 SP No.2 6-0-0 oc bracing: 9-11 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-9 REACTIONS. (size) 2=0-4-0, 9=0-8-0, 7=Mechanical Max Horz 2=306(LC 9) Max Uplift 2=428(1_C 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. Comp./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=-1302f740, 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 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 7-10-6, Extedor(2R) �S"IIJ I11111 11 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 ,0 , � USN V F� exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� P.Q ��j♦ E N 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,� .•� G S 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. Na 68182 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 fit between the bottom BCDL = 10.Opsf. will chord and any other members, with 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 =p joint 9 and 354 lb uplift at joint 7. i S 0 F (V ♦i �'•. p R p•.•' ♦ �% Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634. 6964•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. 51IM020 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 ss Truss Type Qty Ply LOT 6/1 WATERSTONE 2742544 TB'Iul G GABLE 1 1 T23720855 Ri iilrierc FirefCn„r�o roi-,... r;.., r Job Reference (optional) ,. • �n r d.4JU S Apr zu zuzl MI I ek Industries, Inc. Mon Apr 26 15:37:14 2021 Page 1 ID: 193QG WB BpX3jR187zeOm7kz5?ad-51 oBX9phSGgBAtyNOQal LO BK1 xf7ZNnRQRUETTzMoo3 -1-4-0 8-6-0 11-10-0 21-9-6 27-8-0 1-% 8-6-0 3-4-0 9-11-6 5-10-10 4x8 11 Scale = 1:58.2 2x4 11 0 2x4 11 6.00 12 3x4 II 7 9 2x4 II 6 10 2x4 11 31 8 2x4 11 71 5 11 2x4 11 3x4 3x4 _�- 4 9 12 3 3x8 11 2 2x4 /i 30 27 • 13 2 3x10 II rr 01 32 3x4 8_0_8 3x8 11 14 25 24 484 4x8 4 16 Sx12 i 2x4 II 2x4 II 15 0 I� N 0 0W2 21 20 19 18 4x8 ST1.5x8 STP = 2x4 11 2x4 11 2x4 11 3x4 = 20-0-0 8-0-0 18-5-7 27-8-0 8-0-0 0- -8 10-4-15 9-2-9 Plate Offsets (X,Y)-- [2:0-4-4 Edge] [15:0-4-0 0 1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.16 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 FBC2020/TP12014 Matrix-SH Weight: 192 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad 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 Horz 2=301(LC 9) Max Uplift 2=480(LC 10), 22=606(1_C 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=-10491854, 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, 8-27=-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. �S�1f11111111j�', 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. ��� PPQ N VF� I# II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 7-8-14, Exterior(2R) �• J •' G • 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 EIN `� .' V - � •.: �� 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 IV.0 :6$182 Ile 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. O S F 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) Referto girder(s) for truss to truss R ons. 9) Provident and mechanical con a of joint (by others) I of truss to bearing plate capable of withstanding 480 lb uplift at joint 2, 606 lb uplift at ,S�� N A� ' 111 Joaquln Velez PE Nd.68182 MITek USA, Inc.. FL Cent 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 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPlf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, Parke East Blvd. , MD 20601 Tampa, Parke East Job Truss Truss Type Qty Ply LOT 6/1 WATERSTONE T23720856 2742544 C1 JACK 4 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 15:37:15 2021 Page 1 ID:3xt?Yd6RbYnX016Sf6ghjjz4cnz-ZDMZIVgJDaz2o1 XZx86Glbjd7LAylOGbf5Do?vzMoo2 1-4-0 0-11-4 Scale = 1:7.6 AI 1.11M Air- 0-11.4 0-11 l Plate Offsets (X,Y)-- 12:0-1-4,Edge) 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 0.25 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 file BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 5lb 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=Mechanial, 2=0-8-0, 4=Mechanical Max Horz 2=78(LC 10) Max Uplift 3=38(LC 1), 2=-213(LC 10) Max Grav 3=75(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. Refer to truss to 6) Provide mechanicalrconnectionu b otherss s) truss to bearing late capable of 38 lb uplift at 3 and 213 lb uplift at (Y ) 9 P P 9 P J P ,� �Q� ' joint 2. �� , G E N No .08182. 9' S OF w. Joag6ln Velez PE Nd.68182 NllTek 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 MITEK REFERENCE PAGE Mll-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 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 ANSf/TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety intormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 6/1 WATERSTONE 2742544 C1 V SPECIAL 4 1 T23720857 o„nae.. c Job Reference o tional rstsource (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: 193QG WBBpX3jR187zeOm7kz5?ad-1 Pwyyrgx_u5vP B6nrVrcIVQpGo9kWB 1 T WktlzLXMzMool -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/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 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) Scale = 1:7.6 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.23 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; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 38 lb uplift at joint 3 and 200 lb uplift at joint 2. %%PdUIN IVf,���i No 6.8182 3� S OF+' e 01ii1s"ON A� E�`�% . Joaquin Velez PE Nd:68182 MiTek USA, Inc. FL Cert 6634 6964: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. 6/19/2020 BEFORE USE. Design valid for use only with MiTeke 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 ANSVTP/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 611 WATERSTONE T23720858 2742544 C3 JACK 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 ST1.5x8 STP = 8.430 s Apr 20 2021 MiTek Industries, Inc. Man Apr 2615:37:16 2021 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-1 Pwyyrgx_u5vPB6m VrdVQpGmUkV B 1 TWktlzLXMzMoo1 2-11-4 Scale = 1:12.7 2-11 -4 2-11-4 Plate Offsets (X,Y)-- [2:0-1-4,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 0.33 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: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc 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=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) 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. ��►11111'/,ill., ) Refer to Prltrussrder(s) for truss to connections. ovide mechan cal connectionb others 6of truss to bearing late capable ofwithstanding 42 Ito uplift at 3 and 191 lb ♦`,,, 4vIN VF,'���''• joint uplift at joint 2. No 68182 S 0 F �;n\ XN. Joaquin Velez PE Nd:68182 MiTek USA, Inc. FL Cert 6634 6904:Pafke Fast Blvd. Tampa FL 33610 Datd: April 27,2021 �— ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 61192020 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 6/1 WATERSTONE 2742544 TCr3V SPECIAL 4 1 T23720859 Job Reference o tional -,awwwe tnani �iry, FL), rani Cny, rIL - 33567. 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:17 2021 Page 1 ID:193QGWBBpX3jR187zeOm7kz5?ad-VCUKAArZIBDm1 Khy3Y8kyOpxO8rOmwmt6Piv3ozM000 -1-4-0 2-11-4 1-4-0 2-11-4 ST1.5x8 STP = Scale = 1:12.7 Plate VIIsets (X Y)-- 12:U-3-1b,EQQej 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. 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 atjoint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to formula. Building designer , �� I r, ' tl V N VF� grain should verify capacity of bearing surface.,� %% • ��,�� 7) Provide �,• G E•N S�••. mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3 and 187 lb uplift at .'•�;� �j' :� joint 2. No 081'82 ir 9•� S OF .'• Off. •;:=<c Joaquln Velez PE N6.68182 MTek USA, Inc. FL Cart 6634. .6904:Parke East Blvd. Tampa FL 33610 Date: April 27,2021 A WARNING -Verify design parametersand 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 is always required for to MiTek• stability and 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 SCSI Building Component Safefy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 611 WATERSTONE T23720860 2742544 C5 JACK 4 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 15:37:18 2021 Page 1 ID:3xt?Yd6RbYnX016Sf6ghjjz4cnz _o2iN WsBW VLdfUGBdGfzVEL3VY9pVN01 L3SScEzMoo? -1-4-0 4-11-4 14-0 4-11-4 Scale = 1:17.6 ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 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 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-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 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 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; 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 chard 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 113 lb uplift at joint 3 and 192 lb uplift at joint 2. ,`, No 68,182 .0' ST OF OR N Joaquin Velez PE No.68182 Melt USA, Inc. FL CerY6634 69044Par1ga 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. 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 ANSUTPI7 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 6/1 WATERSTONE 2742544 C5V SPECIAL 4 1 T23720861 - Job Reference o tional tr O L miry, rt-l. Warn Gny, rL - oo001, 6.43D s Apr 20 2021 MTek Industries, Inc. Mon Apr 26 15:37:18 2021 Page 1 ID:193QGWBBpX3jR187zeOm7kz5?ad-_o2iNWsBWVLdfUG8dGfzVEL3DY9nVN01 L3SScEzMoo? -1-4-0 4-11-4 1-4-0 4-11-4 ST1.5x8 STP = Scale = 1:17.6 Plate Offsets (X,Y)-- [2:0-4-7,Edgej LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Ildefl 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 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 Harz 2=182(LC 10) Max Uplift 3=116(1_C 10), 2=-189(LC 10) Max Grav 3=133(LC 15), 2=276(LC 15), 4=91(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 & MWWFRS 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. �� f,"/ 5) Referto girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify bearing �'%J ���P.Qu IN % •• �ji capacity of 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 ,O •• G•E,N .'��,� S�••.. �� joint 2. :� No 68182 �•' ST OF :••14/ k. Joaquin Velez PE N6.68182 MITek USA, Inc. FL Cart 6634 .6904:Parke East Blvd. Tampa FL 33610 Date: April 27,2021 ®WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1 M020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 611 WATERSTONE T23720862 2742544 D01 G COMMON 2 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 15:37:20 2021 Page 1 ID:193QG WBBpX3jR187zeOm7kz5?ad-wAASoCuS26bLuoPXkhhRafRQyMgTzEAKoNxZf7zMonz 5-8-6 10-0-0 14-3-10 20-0-0 21-4-0 5-8-6 4-3-10 4-3-10 5-8-6 1-4-0 LOADING (psf) 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 Scale = 1:35.8 4x4 = 5x8 = 4x4 = DEFL. in (loc) I/defl L/d 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 cc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc 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; Ezp 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, Extedor(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 chard 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. I" 0 ��f111111�/j CEN No 681,82 -*,cc. Z :. -S OF O ' 40, `�. Ililn�� Joaquin Velez PE No' 68182 Mffek USA, Inc. FL Ced 6634. 6904:Parke East Blvd. Tampa FL 33610 bate: 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 ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 6/1 WATERSTONE T23720863 2742544 D02A GABLE 1 1 Job Reference o tional nawuurce (Fiani city, FL), viant city, FL - a3bbt, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:21 2021 Page 1 ID: 193QG WBBpX3jR187zeOm7kz5?ad-ONkr?Yu4pQjB WyJ I O Dg7szfFIC 1 i1MT11 g6BZzMcny -1-0-0 10-0-0 20-0-0 21-4-0 1-4-0 10-0-0 10-0-0 1-4-0 a LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 Scale = 1:37.5 4x4 = 3 I a c. is to I 1b 1b 14 'rno 2x4 II 2x4 II 2x4 II 5x6 = 2x4 II 2x4 II 2x4 II 0,0-1-151, [12:0-4-0,0-1-15I, 117:0-3-0 0-3-0I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef] Lid PLATES GRIP Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 13 n/r 180 MT20 244/190 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 12 n/r 120 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 12 n/a n/a Code FBC2020/TP12014 Matrix-SH Weight: 105 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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 Horz 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 Grav All reactions 250 lb or less at joints) 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 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. 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. 001 IN i 68182 9•� S TE OF ••14 At �►/fIL11F11 Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 66A .6904:Parke East Blvd. Tampa FL 33616 Date: April 27,2021 WARNING: Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and 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 611 WATERSTONE T23720864 2742544 E7 JACK 4 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 15:37:22 2021 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-sZHD Duviak276Zvs6kvf4W159RoRB?cGhQgk?zMonx i -1-4-0 7-0-0 1� 4-0 T 7-0-0 JX4 — ST1.5x8 STP = 7-0-0 7-0-0 Scale = 1:23.5 Plate Offsets (X,Y)-- [2:0-1-4,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 0.52 Vert(LL) -0.11 2-4 >695 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.23 2-4 >347 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 24 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=240(LC 10) Max Uplift 3=181(1_C 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. 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. ) Refer to rtruss to truss connections. i'1111 ♦�� girder(s) 6 Provide mechanical b others) truss to bearing late capable of withstanding 100 lb uplift at'oint s except t—Ib N ,,,`Qu�V�� ♦. 3=181, 2=207. ,� ,Ci•E•/V � ,♦�i ��, RO 68182 OF : 44/.: Joaquin.Velez PE Nd.68182 MiTek USA, Inc. FL Cert 6634 6909: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 ANSLITP11 quality Criteria, DSB-e9 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 6/1 WATERSTONE �TruEss T23720865 2742544 E7V PCIAL 7 1 Job Reference (optional) ce triant cny, rLj, 2 viant uny, t-L - 33bb(, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:22 2021 Page 1 ID: 193QG WB BpX3jRl87zeOm7kz5?ad-sZHDDuviakr276Zvs6kvf4Wlx9Rm RB?cGhQgk?zMonx -1-4-0 7-0-0 14-0 700 ST1.5x8 STP = Scale = 1:23.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 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 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 25lb 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., 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 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 Gt=lb) 3=184, 2=204. %�OP(�lU IN VFW i No 68182 O••. S O F �Z►, i'Fs O R.. • Joaquin Velez PE No.68182 MiTek USA, Inc. FL1',ert 6634. .6904 Parke East Blvd. Tampa FL 33610 Date, April 27,2021 ® WARNING - Verily design parametersand 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 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 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 611 WATERSTONE T23720866 2742544 E7VP SPECIAL 7 1 Job Reference (optional) Builders FlrstboufCe (Plant Uity, FL), Plant uity, FL - 33bbf, 6.43U s Apr2U 2U21 MI I eK Industries, Inc. Mon Apr 26 15:37:23 2021 Page 1 ID:3xt?Yd6RbYnXO16Sf6gh))z4cnz-KIrbQEwKL1 zvIF86PpF8CH3wsZplAdFm UL9DGSzMonw -1-4 0 7-0-0 1 4-0 7-0-0 Scale = 1:23.3 Jr3x4 s r Plate Offsets (X,Y)-- [2:0-7-15,0-0-11], [2:0-0-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.11 2-4 >735 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.09 2-4 >856 180 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: 31 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 2x6 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=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. 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/rPI 1 angle to formula. Building designer should verify ` U N p.Q: grain bearing surface. ��:. capacity of 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) :' V F•'.. i 3=181, 2=327, 4=102. N.o 68182 •• ST OF : ZU: s 0 10 N A� %� to nn Joaquin Velez PE No.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 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 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 ANSUTP11 quality Criteria, DSB-e9 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 Jab Truss Truss Type Qty 6/1 WATERSTONE TTJb T23720867 2742544 G01 Hip Girder 1 Reference(optional) ouuuers rustouurce tmani Idly, I-t_), rlant Glty, t-L - 33bbt, 6.43U s Apr 2U ZU21 MI I eK Industries, Inc. Mon Apr 25 15:37:24 2021 Page 1 ID:3xt?Yd6RbYnX016Sf6ghjjz4cnz-oyPzeaxy5L5m NPj l7-XmNlUb5Cz21 v2lvj?vmouzMonv -1-4-0 4- 7-0-0 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 4x4 = 3x4 = 4x4 = Scale = 1:36.9 a i i.axo a 1 r — 3x8 = 4x4 3x8 = ST1.5x8 STP = 4X4 = 4x4 = 7-0-0 6-0-0 7-0-0 Plate Offsets (X,Y)— [2:0-1-8,Edgel, [8:0-1-8,Edge[ LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 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 n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 101 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=171(LC 7) Max Uplift 2=925(LC 8), 8=925(LC 8) Max Grav 2=1837(LC 13), 8=1837(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. 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, 8-1 0=-1 220/2689 WEBS 4-12=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. Il; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=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) ,,QVIN EV�����i �.� pP `,�� r No 68182' ��•' ST OF �lU i <V 1111,- Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634. ,6964: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. 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 ANS9TP/l 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 City Ply WATERSTONE �LOT611 T23720868 2742544 G02 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr20 2021 MiTek Industries, Inc. Mon Apr 2615:37:25 2021 Page 1 I D:3xt?Yd6RbYnX016Sf6ghjj z4cnz-G BZLrvxasfDd_Z I UXEH cH i8lrN RyeV n3yfeKL KzMonu 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 Mb 4x4 = ST1.5x8 STP = 4x4 = 4x4 = 3x4 = 4x6 = 3x4 = Scale = 1:35.8 ST1.5x8 STP = 4x4 = Ia. T 9-0-0 2-0-0 9-0-0 Plate Offsets (X,Y)-- [1:0-1-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.14 1-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.29 1-9 >789 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-SH Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-6 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-1 cc bracing. 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=-1200/984, 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 NOTES- 1) Unbalanced roof live loads have been considered forthis 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 Extericr(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=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=341, 6=341. ,,,`��If11ItlIt�,,I %%%, PpiU I N No 68182 :. -S T . O F .:-41V nn JoagofmVelez PE N6.'68182 M)Tek USA, Inc. FL 6616634 6964:1oarke 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. 5I19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TF11 quality Criteria, DSB•e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply WATERSTONET23720869 2742544 G03 Hip Girder 1ob [OT6/1 Reference (optional) rustouurce lriani Uty, t-L); rlant uny, t-L - 33b6/, 8.430 s Apr 2U 2U21 MiTek Industries, Inc. Mon Apr 26 15:37:26 2021 Page 1 I D:3xt?Yd6RbYnXO16 Sf6ghjj z4cnz-I KXk2 FyC dyL Ucjth5xorgvh Sgmj hN m IC BJ OttmzMont 10-3-0 4-8-13 9-9-0 iq-oA 15-3-3 20-0-0 4-8-13 ' 5-0-3 0-3- 5-0-3 4-8-13 0-3-0 4x4 11 Scale = 1:35.9 Ig axe 6x8 = 3x10 I I 7x8 = 3x8 II ST1.5x8 STP = ST1.5x8 STP = 3x10 10-3-0 i 4-8-13 9-9-0 10-Or0 15-3-3 20-0-0 4-8-13 ' 5-0-3 0-3- 5-0-3 4-8-13 0-3-0 Plate Offsets (X,Y)-- [1:0-2-10,0-1-8],[5:0-2-9 0-1-8] [7:0-4-0 0-4-4] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.17 7-9 >999 240 MT20 244/190 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 Weight: 218lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 'Except' BOT CHORD 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) 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=-105012608, 3-7=-2250/5137 Structural wood sheathing directly applied or 3-10-7 oc pudins. Rigid ceiling directly applied or 8-5-5 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=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 Ib up at 9-4-0, 946 Ib down and 413 Ib up at 11-4-0, 946 lb down and 413 lbup at 13-4-0, 719 Ib down and 314 Ib up at 15-4-0, and 847 Ib down and 370 Ib up at 16-0-0, and 904 Ib down and 395 Ib 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 ,��I/IIIIIi/I N. PQU IN VFW "I.- No 68182 .Ot.• ST• 'EO F :4C1: 0 N A� 1111 Joaquin Velez PE N6.66182 Milk USA, Inc. FL Carf6634 ,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 any whh MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TF11 Quality Criteria, DSB-89 and 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 6/1 WATERSTONE T23720869 2742544 G03 Hip Girder 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 15:37:26 2021 Page 2 I D:3xt?Yd6RbYnX016Sf6ghjjz4cnz-IKXk2 FyCdyLU cjth5xorgvhS qmj hN m I C B J OttmzM ont LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=54, 1-5=-20 Concentrated Loads (lb) Vert: 6= 660(F) 10=739(17) 11=439(F) 12=809(F) 13=871(F) 14=-868(F) 15=-868(F) 16=-868(F) 17=777(F) 18=829(F) A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITE( 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 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 ANSI/TF11 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 ss Truss Type City Ply LOT 6/1 WATERSTONE FH7 T23720870 2742544 MONO TRUSS 2 1 Jab Reference (optional) tr.a. m —Y. ry, rianc uny, rL - aaoor, 6 .43u S Apr zu 2U21 Mi I ek Industnes, Inc. Mon Apr 26 15:37:29 2021 Page 1 I D:3xt?Yd6 RbYnXO16Sf6ghjjz4cnz-9vC shH_5wtj3TAb Gm4MYRYJv5_ntaG7etH cXU5zMonq -1-10-10 4-6-7 9-10-1 1-10 ' -10 4-6-7 5-3-10 Scale = 1:23.0 ST1.5x8 STP = Plate Offsets (X,Y)-- [2:0-24,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 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/TPI2014 Matrix-SH Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Harz 2=239(LC 8) Max Uplift 4=167(LC 8), 2=-247(LC 8), 5=70(1_13 5) Max Grav 4=160(LC 1), 2=452(LC 1), 5=292(LC 3) FORCES. (lb) -Max. Camp./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. �tf, V Il' I N 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 ��� QU F ,10� will fit between the bottom chord and any other members. 5) Refer to for truss to truss ,, ,O G E N SF �� girder(s) connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=1b) 4=167, 2=za7. No 68182 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, 56 lb down and 62 lb up at 1-5-12, 5 lb 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 �j :• 0 F (V design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads to the face the ���.t� ••, ; applied of truss are noted as front (F) or back (B). O Q' \�,�� LOAD CASE(S) Standard 1) Dead Live Lumber Increase=1.25, �I•.......R •G�� ��, (balanced): Plate Increase=1.25As ' Uniform (plo fit Vert: 1-4=-54, 2-5=20 Joaquin Velez PE Nd.68182 M1Tek USA', Inc. FL Cert 66A 6904 ParkeE st Blvd. Tampa FL 33610 Date: ADril 27.2021 Continued on oaae 2 ® 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 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 611 WATERSTONE T23720870 2742544 H7 MONO TRUSS 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr20 2021 MiTek Industries, Inc. Mon Apr 26 15:37:29 2021 Page 2 I D:3xt7Yd6RbYnX016Sf6ghjjz4cnz-gvCshH_5wtj3TAbGm4MYRYJv5_ntaG7etHcXU5zMonq 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) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19r2r20 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 ANSYTFII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 6/1 WATERSTONE 2742544 TH7V SPECIAL 2 1 T23720871 Ruildwcc FircfSn„rre roi...r. r»,, n i Job Reference o tional -- • - - - -••-• •• , - - 6.456 s Apr zu zuzcI ivu I eK Inaustnes, Inc. Mon Apr 25 15:37:30 2021 Page 1 ID: 193QGWBBpX3jR187zeOm7kz5?ad-d6mEud?jhBrw5KASKntn - Ir6DO95Jjoo5xM50YzMonp -1-10-10 5_q_1 1-10-10 9-10-1 Scale = 1:22.9 m N O � 3x4 ST1.5x8 STP = Plate Offsets (X,Y)-- [2:0-1-3,Edge] 5-4-1 4-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Lid PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.57 BC 0.61 Vert(LL) 0.07 6-7 >999 240 Vert(CT) -0.11 6-7 >999 180 MT20 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020lrP12014 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 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-4 cc 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(1_C 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. 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 ,,,, , �� 1 N V�< 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 ,��� P.QV will fit between the bottom chord and any other members. % ,O • • G E•N • • �ji 5) Refer to girder(s) for truss to truss connections. ,� �.•�\ S•s i� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify 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 Qt=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 1-5-12. =p,' 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 •� 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 7 lb 4-3-11, and up at 11 lb down 7 Ib • �• ���. and up at 4-3-11, and 51 Ib down at 7-1-10, and 51 Ib down at 7-1-10 on bottom chord. The design/selection of such T P .� A. connection device(s) is the responsibility of others. a LOADStandard CSE(S)section, loads applied to the face of the truss front �� s •; O R %'D N are noted as (F) or back (B). , 0 N A; `,%o LOAD "III , 11 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE Nd.68182 Uniform Loads (plf) M(Tek USA, Inc.fL Cert 6634 Vert: 1-4=-54, 2-5=20 .6904:1parke EaSt Blvd. Tampa FL 33610 Date: Anril 07 ')n,) 4 Continued on i3aae 2 r' WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Blvd. East e fa Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke East Job Truss Truss Type Qty Ply LOT 6i1 WATERSTONE T23720871 2742544 H7V SPECIAL 2 1 Job Reference o tional ouuaers rlrstsource trranr ury, rLI, rant L ny, rL - JJ=t, tl.4:iU s Aprzu 2u21 MI lek Industries, Inc. Mon Apr 26 15:37:30 2021 Page 2 ID:193QG WBBpX3jR187zeOm7kz5?ad-d6mEud?jhBrw5KAS Kntn_lr6D 095Jjoo5xM5OYzMonp LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 8=49(F=24, B=24) 9=36(F=18, 6=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 -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19I2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole 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/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 0 o_ O 2 U IL O I — 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS 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 MiTekl MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIlrPI 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 puriins 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.