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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 F D S Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.eng.com ENGINEERING ASSOCIATES -April 9, 2021 Building Department Ref: Adams Homes Lot: Lot 51 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 5379 Lugo St Model: 1820 D LHG KA # 21-3955 Truss Company: Builders First Source Date of drawings: 4/7/21 Job No.: 2718576 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. co?"I Please note, this review is only for general conformance with the design concept of the pi� 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. 1%1012441. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 4/9/2021 4/9/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. FL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" Luis Pablo Tomes, P.E. FL. # 87864 1 R „ ME WEE WAAOmni - 1 1�, •uc CLG IEEI 01 .'= ,�I'. _ _ .�1III01111I11 1 I1. 1011110111. .1 \ 111 '. ■1 MEMO® - I1 a mi .1 .' �• :tTrs?.nr� , 11 II • ,: II 0 Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ 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: 04/09/2021 By: ES Submittal No.: Project No.: 21-3955 Project Eng.: Luis Project Name: Adams Homes - Fort Pierce - Waterston - Lot 51 Bl 1 VERIFY ALL DIMENSIONS MID CEILING CONDITIONS PRIOR TO APPROVAL SOME CEWNG FRAMING REQUITED IN FIELD BY BULDER MAIN MD FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCET-IS IMPORTANT ENCLOSED EAPOSURE CATECORYc OCCUPANCYCATEGORYU This Drawing Must Be Approved And WLOADIMPORTANCE FACTOR 1A0 D TCRT WIND Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 104 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURiENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL. 40 PSF BEEN ACCEPTED. TCDL- 07 PSF TCDL• 10 PSF BCDL• 10 PSF BCDL• 6 PSF BY -- Date TOTAL: 37 PSF TOTAL: 66 PSF DURATION: 1.26 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-81 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 Backchargas Will Not Be Accepted -Regardless of Fault WithoEWPrior Notification By Customer Within 48 Hour; 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 Calling And Root 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: FOC2020 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL- 1820 D ADDRESS: 5379 LUGO ST LOT / BLOCK: 61/1 SUBDIVISION: WATE RSTONE CITY: FT PIERCE DRAWN BY: K SANCHEZ JOB #: 2718678 DATE 04/05/2021 SCALE: NTS PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33663 Ph. (813)306-1300 Fax (813) 305-1301 RE 2718576 MiTek USA, Inc. - LOT 51/1 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes PSL- Bill R ProtJect Name: 2718576 Lot/Block: 51/1 Model: 1820 D Address: 5379 LL1GO ST Subdivision: WATERSTONE City: FORT PIERCE State: FL General Truss Engineering.Criteria 8 DesI n.Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FB,C2020/TP12014 I Design Program: MiTek 20/20 8.4 i Wind. Code: N/A Wind Speed: 16.0 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 25 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, 1 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 123463605 A01 4/7/2021- 21 T23463626 D03 4/7/2021 2 T23463606 A02 4/7/2021 22 T23463626 E1 4/7/2021 3 T23463607 4 T23463608 A03 4/7/2021 23 T23463627 'UV 4/7/2021 5 A04 4/7/2021 . 24 T23463628 - HI 4/7/2021 - T23463609 6 A05 4/7/2021 25 T23463629 H7V 4/7/2021 T23463610 A06 4/7/2021 7 T23463611 A07 4/7/2021 8 T23463612 A08 4/7/2021 9 T23463613 A09 4/7/2021 10 T23463614 A10 4/7/2021 11 T23463615. A11 4/7/2021 12 T23463616 A24 4/7/2021 13 , T23463617 B01 4/7/2021 14 T23463618 B01A 4/7/2021 15 T23463619 B01 B 4/7/2021 16 T23463620 B11 4/7/2021 17 T23463621 C 1 V 4/7/2021 18 T23463622 0U 4/7/2021 19 T23463623 C5V 4/7/2021 ®0 20 T23463624 D01 4/7/2021 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 ih-e 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. -du ll N N0. 8 TE OF Joaquln VelezTE No.68182 mrrek USA„inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 nnApril 07, 2021 }o• 1 of 1 Velez, Joaquin Job r Trussi Truss Type City Ply. _ LOT 51/1 WATERSTONE 2718576 A01 SPECIAL 8 1 T23463605 Builders FirstSource (Plant City, FL), Plant City, FL - 33567. Job Reference o tional 8.430 s Mar22 2021 MiTek Industries, Inc. Mon Apr 5 15:52:51 2021 Page 1 I D:193QG WBBpX3j Rl87zeOm7kz5?ad-9XoM. P EG?YicTiU B IOIM E N iXMO_lxdrKYFuOFY1 zTjXQ 1-4-0 6-3-0 11-11-12 19-10-0 ' 27-11 33-5-0 180 4 5-8-12 7-10-4 7-10-0 5-8-12 .. - 63 Scale = 1:73.6 5x6 = 6,00 12 r 5 0 4x10 MT26HS % 3.00 rl2 -8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 TCDL Plate Grip DOL 1.25 TC 0.91 Vert(LL) 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH LUMBER- TOF CHORD 2x4 SP M 31 'Except' EIRACING- 1-4,6-9: 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP M 31 'Except' BOP CHORD 13-14,10-13: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,'8='0-8-0 Max Horz 2=-433(LC 8) Max Uplift 2=-797(LC 10), 8=-797(LC 10) Mai Grav 2=1793(LC 15), 8=1793(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or,less except when shown. TOP CHORD 2-3=-5905/2105, 3-4=-5621/2545, 4-5=-2780/1527, 5-6=-2739/1527, 6-7=-5299/2545, 7-8=-5593/2705 BOT CHORD 2-14=-2278/5679, 12-14=-1502/3876; 11-12=-680/2253, 10-11=-1502/3376, 8-10=2278/5061 WEBS 5-11=449/1175,6-11=-1466/856, 6-10=-708/2011, 7=10=-260/287, 5-12=-449/1229, 4-12=-1574/856, 4-14=-708/2191,3-14=-246/287 in (loc) I/defl L/d -0.63 10-11 '>759 246 -1.15 10-11 >413 180 0.59 8 n/a n/a 4xl0 MT20HS PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 197 lb FT = 20% Structural.wood'sheathing directly applied. Rigid ceiling directly, applied or 5-0-10 oc bracing. 1 Row at midpt 6-11, 4-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7=16; Vull60mph (3-second gust) Vasd=124mph; TCDL=4.2psi; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 15-10-6, Exterior(2R) 15-10-6 to 23-9-10, Interior(1) 23-9-10 to 37-0-6, Exterior(2E) 37-0-6'to 41-0-0 zone;C-C for members and forces 8 MWKRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this.truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10,.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except of=lb) 2=797, 8=797. :®.WARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev: 6/19R020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is far 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. rly in onal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury property damage. For general guidancetemporary reand p g the fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANS11TPl1 quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate InstAute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 0 0 Iq N O PpjU I N • NO 68182 13 • � O. S TE OF i 111111 Joaquin Velez PE Nd.68182 Mrrek USA, Inc. FL'Cert 6634 .6904:Parke East Blvd. Tampa FL 33616 Date: April 7,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 - - Job 1 Truss Truss Type Qty Ply LOT 51/1 WATERSTONE 2718576 A02 SPECIAL 2 1 T23463606 Builders FirstSource (Plant City. FIPlant cav FI _ zzsa7 Job Reference o tional 1 5xB :::: 3.00 rl2 6.00 F12 _. •-- - ,•,�,111u. wn rumpr D 13: DG:OJ ZU21 rage 1 ID:193QGWBBDX31RI87zeom7kz5'lad-RvwRnwHr:d IcA-1 na;n;T�aw.,oa=1=:.o... .._T:. 5x6 = 5x6 = 5 6 2 5x8 Scale = 1:73.7 " 8-8-0 '- 15-7-7 19-10-0 24-0-9 31-0-0 B-8-0 6-11-7 4-2-9 4-2-9 6-11-7 Plate Offsets (X Y)-- f2'0-2-7,Edge) (4:0-4-0 0-3-0) f5'0-4-0 0-2-81 [0 6'-4-0 0-2-8) 17.0-4-0 0 3 01 f9'0 2 7 Edge)' 39-8-0 - 8-8-0 LOADING (psf) TCLL 20.0 SPACING. 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.89 DEFL. in (loc) I/deft L/d PLATES. GRIP TCDL 7.0 BCLL LumberDOL 1.25 BC 0.88 Vert(LL); 0.61 11-12 >787 240 Vert(CT) -0.91 11-12 >522 1Bo MT20 244/190 MT20HS 187/143 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2020/TP12014 WB 0.76 Matrix-MSH Horz(CT) 0.57 9 n/a n/a Weight: 218 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-1 cc bracing. BOTCHORD 2x4 SID No.2 'Except' 2-16,9-11:2x4 SP M 31 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=-417(LC 8) Max Uplift 2=-797(LC 10). 9=-797(LC 10) Max Grav 2=1540(LCA),9=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4905/2784, 3-4=-462112623, 4-5=-2726/1752, 5-6=-1932/1439, 6-7=-2726/1752, 7-6=-4621/2623, 8-9=-4905/2784 BOT CHORD 2-16=-2350/4717, 15-16=-1549/3216, 13-15=-776/1929, 12-13=-776/1929, 11-12=-1549/3091-, 9-11=-2351/4431 WEBS 3-16=282/293,4-16=-742/1736,4-15=-1216/792,5-15=-573/1132,5-13=-267/321, 6-13=267/320, 6-12=-573/1068, 7-12=-1137/792, 7-11=-743/1605, B-11=-296/294 If NOTES- PQUIN, <`� 1) Unbalanced roof live loads have been considered for this design. ��% ,� •• G•E•N •� ��i _Sv�•. `� •.'�\ 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) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 15-0-6, Exterior(2R) • NO 681'$2 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 -p component. •� S. �f 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unlessotherwiseindicated. iO'�• •,C P �, ��, 6) This truss has been designed for a 10.0 bottom psf chord live load nonconcurrent with any other live loads. 7) • This truss has been designed �js •: 0 R \ •• •Gf� 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. B) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify I111"Ill: capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Joaquin Velez PE N6.68182 MITek.USA, [no. FL CertB634 2=797, 9=797. 69041barke East Blvd. Tampa FL 33610 Date: ADril 7.2021 ®-WARNING - Verify design parameters and'READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511 MOW 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 ANSIITP/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. -- -- - - -- -. - Tampa, FL 36610" Job t Truss Truss Type City Ply LOT 51/1 WATERSTONE 2718576 A03 SPECIAL ,2 1 T23463607 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 5 15:52:54 2021 Page 1 46-3-0 ID :193QG WBBpX3jR187ze0m7kz5?ad-a6UV 1 Flurd_1 ZxwthQvx?K9tgB LEgC 1?xrdv9NlzTjXN 1-- 11-11-12 17-0-0 22-8-0 27-8-5 33-5-0 39-8-0 1-4-0 6-3-0 5-6.12 5-0-5 5-8-0 - 5-0-4 5-8-12 6-3-0 1-0- 1-4-0 Scale = 1:75.2 6.00 12 5x6 = Sx8 - 5 6 r� 0 1.5x8 STP = 22 2 1 _�f 4x10 MT20HS 3.00 12 4x10 MT20HS 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.62 11-12 >769 240 TCDL 7.0 Lumber DOL 1,25 BC 0,86 Vert(CT) -1.12 11-12 >423 '180 BCLL 0.0 • . Rep Stress Incr -YES WB 0.71 Horz(CT) 0.60 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 •Except• TOP CHORD 1-4,7-10: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP M 31 *Except* WEBS 13-15,11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=376(LC 9) Max Uplift 2=-797(LC 10), 9=-797(LC 10) Max Grav 2=1799(LC 15), 9=1801(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5904/2977, 3-4=-5589/2795, 4-5=-2863/1738,.5-6=-2546/1644, 6-7=-2773/1738, 7-8=-5320/2795, 8-9=-5644/2977 BOT CHORD 2-15=-2526/5637, 14-15=-1660/3794, 12-14=-1034/2565, 11-12=-166013367, 9-11 =-2526/51 10 WEBS 3-15=294/324. 4-15=-797/2189, 4-14=-1428/799, 5-14=-420/998,6-14=-251/253, 6-12=420/1108,7-12=-1355/799,7-11=-797/2035,8-11=-306/324 PLATES GRIP MTN ' 244/190 MT20HS 187/143 Weight: 202 Ib FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 4-8-15 oc bracing. 1 Row at midpt 4-14, 6-14, 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 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 farces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing atjoint(s).2, 9 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 2=797, 9=797. `,`,��►111111//���I 0 . ••\'�0E•NsFF ♦♦♦ No 68182 �_10' %9 = ST /0 F �441 Z OR 10 N 1111,1 Joaquin Velez PE.Nd.68182 Welt USA., Inc. FL Cert 6634 ,6904: Ae East Blvd. Tampa FL 33616 ADM 7.2021 ® WARNING - Verify design parameters and READ NOTES. ON THIS AND INCC66ED 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 stability and to prevent collapse with possible personal injury and property damage.' For general guidance regarding the ITek• fabrication, storage, delivery, erection and bracing of trusses and buss systems,. see ANSI/TPI1 Quality Criteriap, DSB-89 and BCSI Building Component. Safety Information available from Truss Plate Institute. 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6964 Parke East Blvd. - Tampa, FL 26610 Job t Truss Truss Type Qty Ply LOT 51/1 WATERSTONE 2718576 A04 SPECIAL 2 1 T23463608 Builders FirstSource (Plant Cilv. FL). Plant city FI _ azsa7 Job Reference o tional m uwuanes, inc. Mon Apr b 1b:b2:bb 2021 Page 1 ID:193Q G WBBpX3jR187ze0m7kz5?ad-WUcFSxKBMEE IoF4FpryP41EE0??N 19JFI0960DFzTjXL 1-4-0 5-11-1 9-6-9 15-0-0 19-10-0 24-8-0 30-1-7 33-8-15 39-8-0 1-0 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 1-4-0 Scale = 1:73.4 6.00 12 5x6 = 3x4 = 5 25 6 26 5x6 7 28 1.5x8 STP = 4I 12 ::: 3.00 12 I 14x12 Zz 3x8 MT20HS 11 3x8 MT20HS // 88-0 1500 8_5-0 ' 640 24-8-0 31-0-0 39-8-0 Plate Offsets (X,Y)--' 980 640 B80 [2:0-1-15,1-2-15], [2:0-2-14,Edge], [4:0-3-0,0-3-0], [5:0-3-0,0-2-0], ITU-3-0,0-2-U], 18:0-3-0,0-3; 0]; [10:0-1-15,1-2-15], [10:0-2-1.4,Edge], [12:0-7-0,0-3-8], [16'0-7-0,0-3-8) LOADING (pso TOLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 0.83 BC 0.95 Vert(LL) -0.67 13-15 >715 240 MT20 244/190 BCLL 0.0 Rep Stress Incr . YES WB 0.53 VertCT Horz(CT) 1.16 13-15 >410 0.60 10. 180 MT20HS 187/143 BCDL ' 10.0 Code FBC2020ITP12014 Matrix-MSH n/a file Weight: 204 lb FT = 20°/u LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEDGE WEBS Left; 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Harz 2=-335(LC 8) . Max Uplift 2=-797(LC 10), 10=797(LC 10) Max Grav 2=1804(LC 15), 10=1B04(LC 16) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5834/3030, 3-4=-5622/2947, 4-5=-3283/1933, 5-6=-2934/1832, 6-7=-2836/1832, 7-8=-3175/1933,8-9=-5371/2947,9-10=-5595/3030 BOT CHORD 2-16=2565/5553, 15-16=-2182/4748, 13-15=-1410/3054, 12-13=-2182/4303, 10-12=-2565/5077 WEBS 4-16=610/1626,4-15=-1922/1023,5-15=-527/1184,7-13=-527/1190,8-13=-1814/1023, B-12=-610/1514, 6-15=-339/205, 6-13=-339/205 Structural wood sheathing directly applied or 2-2-0 oc pu0ins. Rigid ceiling directly applied or 2-270 oc bracing, Except: 5-3-0 oc bracing: 13-15. 1 Row at midpt 4-15, 8-13 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; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 11-0-6, Exterior(2R), 11-0-6 to 18-11-10, Interior(1) 18-11-10 to 20-8-6, Extedor(2R) 20-8-6 to 28-7-10, Interior(1) 28-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 3) Building Designer/ Project engineer responsible for verifying applied roof live load_ shown covers rain loading. requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle -to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except'at=lb) 2=797, 10=797. ® WARNING - Verify design 'parameter s and READ NOTES ON. THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing, indicated is to prevent buckling ofindividual truss web and/or chard members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB.89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldod, MD 20601 111111111/l" %% - PQU I N VFW No 68.182 ' ?� S OF Joaquin Velez PE No.68182 M[Tek USA, Inc. FL Cert 66A 6904 Parke East Blvd. Tampa FL 33610 Date. April 7, 2021 6904 Parke East Blvd. Tampa, FL 36610 ob r Truss Truss Type T Ply LOT 51/1 WATERSTONE T23463601 718576 A05 SPECIAL - - 1 Job Reference ..banal Builders FirstSource (Plant City. FL); Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 5 15:52:57 2021 Page 1 1=4-0 6- ��•�=��uvvoopnoirclo/zeum/xzo�aa- nyOgHLm7YMCQPfSNYTedznNAPLm1YMRdprZmhzTjXK 8-0 13-0-0 19_10-0 26-8-0 33-0-0 - 39-8-0 1.0- 1-4-0 6-B-0 6-4-0 6_10-0 6-10-0 5-4-0 6-8-0 Scale = 1:73.4 5x8 3.00 12 5x8 = 6.00 12 4 23 7-5 24 3x4 = 5 25 5x8 = 266 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL' 20.0 TCDL 7.0 Plate Grip DOL 1.25 Tic 0.95 Vert(LL) 0.62 10-11 >762 240, - BCLL 0.0 Lumber DOL Rep Stress Incr 1.25 YES 6C 0.94 Vert(CT) -0.96 11-13 >498 180 BCD' 10 0 WB 0.80 Horz(CT) 0.59 8 n/a n!a Code FBC2020/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD 4-6: 2x4 SP No.2, 1-3,74 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP M 31 'Except' 12-14,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP N6.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-294(LC 8) Max Uplift 2=-797(LC 10), 8=-797(LC 10) Max Grav:2=1540(LC 1). 8=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250, (lb) or less except when shown. TOP CHORD 2-3=-4919/3101, 3-4=4613/2924, 4-5=-303612083, 5-6=-3036/2083, 6-7=-4613/2924, 7-8=-4619/3101 BOT CHORD 2-14=2640/4556, 13-14=-1511/2821, 11-.13=-1772/3223, 10-11=-1511/2821, 8-10=-2640/4445 WEBS 3-14=-371/397, 4-14=-1038/1926, 4-13=149/535, 5-13=-399/275, 5-11=-399/275, 6-11=-149/535, 6-10=-1038/1815, 7-10=-378/397 : 5x8 ZZ PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 190lb FT=20% Structural wood sheathing directly applied. 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 9-0-6, Exterior(2R) 9-0-6 to 16-11-10, Interior(1) 16-11-10 to 22-8-6, Ezterior(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 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.66 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=797, 8=797. `� % PQU IN VF�'���i . ♦♦.` E�NS ♦ No 68182 S OF T� Joaquin Velez PE Nd.68182 Mrrek USA; Inc. FL Cert 6634 6904'Parke East Blvd. Tampa FL 33610 Date: ADril 7.2021 A WARNING -Verify design parameters end'READ NOTES ON THIS AND INCL66ED MITEK.REFERENCEPAGE MII-7473 rev. 5/1912020 BEFORE USE. Ni Design valid for use only with MiTek® parameters shown• and is for an individual building c connectors. This design is based only upon ompohenl, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate This design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems,: see ANSI/TPIi Quality Criteria, OSBa9 and BCS! Building Component Safety ln/omnation 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 5111 WATERSTONE 2718576 AOfi �. SPECIAL 1 1 T23463610 � , Builders FirstSource (Plant Citv. FL). Plant city FI - 335F,7 Job Reference o tional a, uic. mon npr 0 u:0Z:0tl euzi Hage 1 ID:193Q G WB BpX3jR187zeOm7kz5?ad-Stj?tdLOurUT22EewG_tAAKYEo10m2PasTb717zTjXJ 1-4-0 17-0-0 22-8-0 28-8-0 33-8.15 - 39-B-0 1-0 1-4-0 S-11-1 5-0-15 6-0-0 5-8-0 5-0-15 5-11-1 1-4-0 5x6 = 2x4 II 4 24 25 5 6.00 12 Scale= 1:72.0 5x6 = 6 26 27 5x6 = 7 5x6 r- 3.d0 12: i I 5x6 LOADING (psf) SPACING-. 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 • . Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No:1 *Except* 4-6,6-7: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 'Except' 13;15,11-13: 2x6 SP No.2 WEBS 2x4 SP N0.3 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=-797(LC 10), 9=-797(LC 10) Max Grav 2=1540(LC 1), 9=1540(LC 1) CSI. TC 0.93 BC 0.68 WB 0.56 Matrix-MSH 22-9-5 DEFL, in (loc) I/defl Lid PLATES GRIP Vert(LL)_ 0.73 12-14 >656 240 MT20 244/190 Vert(CT) -1.03 14-15 >464 180 MT20HS 187/143 Horz(CT) 0.58 9 n/a n/a Weight: 209 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-6 oc bracing. FORCES. (lb) -Max. Camp./Max. Ten.'- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4917/3105, 3-4=-4608/2845, 4-5=-4142/2674, 5-6=.4142/2674, 6-7=-4145/2676, 7-8=-4608/2844, 8-9=-4916/3104 BOT CHORD 2-15=-2648/4483, 14-15=-1790/3279, 12-14=-2246/4158, 11-12=-1791/3281, 9-11=-2647/4442 WEBS 3-15=333/385, 4-15=-745/1516,4-14=-511/1116,5.14=-321/300, 6-12=-381/301, 7-12=-511/1117,7-11=-742/1461,8-11=-342/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1).2-7-10 to 7-0-6, Exterior(2R) 7-0-6 to 14-11-10, Interior(1) 14-11-10 to 24-8-6, Exterior(2R) 24-8-6 to 32-7-10, Interior(1) 32-7-10 to 37-0-6, 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) All Plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20,00sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except'at=lb) 2=797, 9=797. IN Irl�i��t �� Q•Q - VF ��i No 613182 0 ;�� �. S OF 41 ���'SS�O N A � E��,•. 1.11.1,1 Joaquin Velez PE Nd.68162 MITek USA, Inc. FL Cert 6634 .6904:Parke East Blvd. Tampa FL 33610 Date:' April 7.2021 ®WARNING - Vedfy design parameters and 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/TPIi Quality Criteria, OSS-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite.203 Waldorf, MD 20601 6904 Parke East Blvd. "- --- - - -- - - --- Tampa,,. FL 36610 Job , Truss Truss Type City Ply LOT 51/1 WATERSTONE: 2718576 A07 SPECIAL 1 1 T23463611 Builders FirstSource (Plant Citv Fl 1 alar,r rih, FI _1ZS97 Job Reference o tional uumnes, mc. viun mpr :)I 0:-),:i:UU zuzI [-age 1 ID:193QG WB BpX3jR187zeOm7kz5?ad-PFrm IJNfQTkB HsNO2hOLFbP W 5cUJ ExQtJn4EMOzTjXH 1.4-0 4-6-5 9-0-0 15-10-8 23-9-8 30-8-0 35-1-111-0- 1-4-04-5-11 6-10-8 7.10-15 . 6-10-8 4-5-11 Scale = 1:72.0 5x6 = 3x4 = Sx8 = = 6.00 12 4 27 28 29 5 6 3031 32 7 5x6 3x4 3%4 1 m 1.5x8 STP = 3 26 6 833 25 34 � 1 2 .. 17 16 .. 1.5x8 STP — 15 14 13 12 o 0 18 5x6 = 3x4 = 3x6 = 3x4 = 5x6 11 9 10 [o �� 2x4 II o 3x4 = 2x4 II 3x6 3.010 F12 3x6 ZZ 4-6-5 8-8-0 12 10 12- -14 19-10-0 _ 26-0-0 31-0-0 35-1-11 39-8-0 4-6-5 4-1-11 4-0-0 0- -14 7-1-2 6-2-0 5.0-0 4-1-11 4-5 Plate Offsets (X,Y)-- f2:0-0-1()Edgel, f4:0-3-0 0-2-01 f6'0-4-0 0-3-01 f7'0-3-0 0-2-01 f9'0.0-10 Edge] LOADING (psf) SPACING- 2-0-0 CS I. DEFL.. in (loc) .I/deft L/d' PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.78 Vert(LL) 0.21 15-16 >745 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.17 15-16 >942 180 BCLL 0.0 Rep Stress Incr NO WB - 0.59 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except 6t=length) 16=0-4-0, 13=0-4-0. (lb) - Max Horz 2=21,2(LC 9) Max Uplift All uplift 100-I10 or less at joint(s) except 2=-288(LC 10), 9=-302(LC 10), 16=-686(LC 10). 13=-715(LC 10) Max Grav All reactions 250lb or less.atjoint(s) except 2=451(LC 15), 9=527(LC 16), 16=1125(LC 19), 13=1185(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-947/494, 3-4=338/135, 4-5=-325/669, 5-6=-58/715, 6-7=-348/707, 7-8=-471/221, 8-9=-1083/570 BOT CHORD 2-18=291/979, 17-18=-295/986, 16-17=-23/293, 15-16=-328/181, 13-15=-426/296, 12-13=0/332, 11-12=365/945, 9-11,=-359/937 WEBS 3-17=599/468, 4-17=-51/419,4-16=-9861630,5-16=-792/685, 5-15=-520/206, 6-15=489/297, 7-12=-72/391, B-12=-588/458, 6-13=-773/671, 7-13=997/703 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=456; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 5-0-6, Exterior(21R) 5-0-6 to 12-11-10, Interior(1) 12-1.1-10 to 26-8-6, Exterior(21R)'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 1 O:O 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 288 lb uplift At joint 2, 302 lb uplift at joint 9, 686 lb uplift at joint 16 and 715 lb uplift at joint 13. 9) Load case(s) 4, 5, 6, 7, B, 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). LOAD CASE(S) Standard Except: `,11111111/'/j�� I N No .68182 ^per izz S OF :JCL/: �I111111� Joaquin Velei PE 6.6'i182 MiTek USA, Inc. FL Cert 6634 6004 Parke East Blvd. Tampa FL =16 Date: n_ /if.JI II I,LVL I ®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 buss systems, see ANSIITPI1 Duality Criteria, DSB-99 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6964 Parke East Blvd. Tampa; FL-36610 Job r Truss Truss Type Qty Ply_ LOT 5111 WATERSTONE 2718576 A07 SPECIAL 1 1 T23463611 Builders FirstSource !Plant City FI 1 Plnnf ca„ ci _ aua� Job Reference o tional 41 « -1 11111 eK muu5lnes, inc. Mon Apr b l b:53:UO 2021 Page 2 ID:193QG WB BpX31R187zeOm7kz5?ad-P Frm IJNfQTkB HsNO2hOLFbPw5cUJ ExQtJn4EMOzTjXH LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 4-7=-54, 7-10=-54, 17-19=20, 12-17=-20, 12-22=-20 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=105, 2-25=59, 25-26=47. 4-26=70, 4-28=70, 28-31=47, 7-3140, 7-33=70, 33-34=47, 9-34=59, 9-10=105, 17-19=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 12-22=-10 Horz: 1-2=-113, 2-25=67, 25-26=-56, 4-26=-78, 7-33=78, 33-34=56, 9-34=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, 17-19=-20, 16=17=-20,13-16=10(F=30), 12-13=-20, 12-22=-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=13,4-29=45,29-32=26,7-32=16,7-9=31,9-10=21,17-19=-10;16-17=-10,13-16=20(F=30),12-13=-10,i2-22=-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 (plo Vert: 1-2=21, 2-4=31, 4-27=16, 27-30=26, 7-30=45, 7-9=13, 9-10=42, 17-19=-10, 16-17=10, 13-16=20(F=30),.12-1I3=-1,0, 12-22=-10 Horz: 1-2=-29, 2-4=-3�9, 7{9=22, 9-10=50 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26,2-4=-36,4-7=-16, 7-9=5, 9-1 0=15, 17-19=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 12-22=-20 Horz: 1-2=12. 2-4=22, 7-9=19, 9-10=29 9) Dead + 0.6 MWFRS Wind (Neg.,lntemal) 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, 17-19=-20, 16-17=-20, 13-16=1O(F=30), 12-13=-20, 12-22=-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 (plo Vert: 1-2=74, 2-4=45, 4-7=45, 7-9=45, 9-10=74, 17-19=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 12-22=10 Horz: 1-2=-82, 2-4=-54,•7-9=54, 9-10=82 11) Dead + 0.6 MWFRS Wind (Po -sAntemal) 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=45,17-19=-10,16-17=-10,13-16=20(F=30),12-13=-10,12-22.=10 Horz: 1-2=-53, 2-4=-25, 7-9=25, 9-10=53 12).Dead + 0.6 MWFRS Wind (Neg. Intemal) 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, 17-19=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 12-22=-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 (plo Vert: 1-2=-5, 2-4=-16, 4-7=16, 7-9=-16, 9-10=5, 17-19=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 12-22=-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, 17-19=20, 16-17=20, 13-16=61(F=81), 12-13=-20, 12-22=-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 Wiind'(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, 17-19=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 12-22=-20 Horz: 1-2=-22, 2-4=-14, 7-9=-17, 9-10=-9 17) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=-37, 24=45, 4-7=45, 7-9=-45, 9-10=-37, 17-19=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 12-22=-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, 24=45, 4-7=45, 7-9=-45, 9-10=-37, 17-19=20, 16-17=20, 13-16=61(F=81), 12-13=-20, 12-22=-20 Horz: 1-2=-7, 2-4=1, 7-9=-1, 9-10=7 A WARNING_ - Vedly design parameters and'REAO NOTES ON THIS AND INCLUDED MITEK.REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekO 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 damage.. is always required for stability and to prevent collapse with possible personal injury and property mage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems; see ANSYTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. - - -- --- Tampa; FL-36610- 3b / Truss Truss Type Qty Ply LOT 51/1 WATERSTONE 716576 A08 SPECIAL _1 1 T2346361: Job Reference o tional Builders FirstSource (Plant City; FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc, Mon Apr 5 15:53:01 2021 Paqe 1 1-4-0 7-0-0 , �� VVDopnolr<iorzeum/Kzoraa-t�rBvruHBms2vOyDcOXanpy57OjJzJI1YRpnvSzTjXG 12-3-1 16-0-8 19-10-0 22-5-14 26-3-5 32-8-0 39-8-0 1-0 1-4-0 7-0-0 5-3-1 3-9-8 3-9-8 2-7-14 3-9-8 6.4-11 Scale = 1:72.0 6.00 F12 1.5x8 STP = 5x6 = 3x8 = 3x4 2x4 II. 5x6 = 5x12 = = 3 24 25 4 2627 28 5 29 30 6 31 7 32 833 34 35 Jxb = 3x8 = US 7� 3:00 F12 US Zz THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 5x6 = 9 12-3-1 Plate Offsets (X,Y)-- '[2:0-0-10, 6x8 = 11 It °2 N 1.5x8 STP = N 11 fo LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. DEFL. in (loc) Ilde.fl L/d, PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TIC 0.83 BC 0.90 Vert(LL) . 0.24 14-16 >696 240 MT20 244/190 BCLL 0.0 Rep Stress Incr NO WB 0:95. Vert(CT) Horz(CT) -0.27 14-16 >630 180 0.06 10 BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH n/a n/a Weight: 1771b FT = 20% LUMBER- TOPCHORD 2x4 N 'Except' BRACING- 2x4 2x.P No.1 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD 2x4 X-4 SO No BOT CHORD Rigid ceiling directly applied or 5-5-4 oc bracing. WEBS 2x4 SP No 3 3 WEBS 1 Raw at midpt 8-12 REACTIONS. All bearings 0-8-0 except Qt=length) 16=0-4-0, 13=0-4-0. (lb) - Max Harz 2=-171(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-356(LC 8), 10=-429(LC 8), 16=1695(LC 8). 13=-1859(LC 8) Max Grav All reactions 250lb or less atjoint(s) except 2=612(LC 1). 10=697(LC 1), 16=2263(LC 1), 13=2397(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-1245/434, 3-4=-1038/444, 4-5=-573/923, 5-6=-856/1302, 6-7=-856/1302, 7-8=-866/1022,8-9=-13601708, 9-1b=-1598/729 BOT CHORD 2-17=263/1089, 16-17=-923/751, 14-16=-529/321, 13-14=-435/248, 12-13=-1022/891, 10-12=-507/1412 WEBS 3-17=-102/288, 4716=-1311/939. 5-16=-1398/1438, 5-14=-602/680, 6-14=-421/437, 7-14=-775/753,7-13=-1427/1490,8-13=-1441/1137,9-12=-14/366,4-17=-1017/2098, 8-12=1419/2494 ,`��I/IuI N , , NOTES- ,O ��_G•E•N S� �� ,,'. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph-(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5,Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 `;, No 68182 •� 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 fora lb.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 i O'. S OF T ° will fit between the bottom chord and any other members. .� �j Q.'� rF 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Buildin designer should veri capacity of bearing surface. 9 9 `" .0R10;. ` ss�0 �� 8) Provide mechanical connection (by bthers) of truss to bearing plate capable of withstanding 356 lb uplift atjoint 2, 429 Ib uplift at N AL joint 10, 1695 lb uplift at joint 16 and 1859 lb uplift at joint 13. 91 Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 13, 14, 15, 16 has/have been modified. Building Joaquin Velez PE Nd.68182 designer must review loads to verify that they are correct for the intended use of this truss. MRek USA; InC..FL'Ce1t 6634 690410afke East Blvd. Tampa'FL 33610 . Date: April 7, 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with passible personal injury and property damage. 'For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building component Safety Information available from Truss Plate Institute, 2670 Crain Highway: Suite 203 Waldorf. MD 20601 6904 Parke East Blvd. — -- - - — - -- — - Tampa, FL.36610 - Job Truss Truss Type City Ply LOT 51/1 WATERSTONE 2718576 A06 SPECIAL 1 1 T23463612 Job Reference o tional � Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 202.1 MiTek Industries, Inc. Mon Apr 5 15:53:01 2021 Paqe 2 NOTES- U. iaouo vvo opnsltaltl r zeum rkzb7ad-t5 PB V10H Bms2vOyDcOXanpy570jJzJ 11 YRpnvSzTjXG 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 197lb 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 tb up at 22-7-4, 111 lb down and 197 lb up at 24-7-4, 1.11 lb down and 197 Ib 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 Ib down and 128 lb up at 7-1-8, 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 Ill 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 92Ib down at 30-7-4, and 353 lb down and 128 lb up at 32-6-8 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 (plo Vert: 1-3=-54, 3-9=-54, 9-11=-54, 17-18=-20, 12-17=-20, 12-21=-20 Concentrated Loads (lb) Vert: 3=-175(B)7=-11l(B)9=-175(B) 17=-330(B)15=46(B)12=-330(B)24=-111(B)25=-11l(B)26=-111(8)28=-11l(B)29 111(B)30=-11l(B)31=-111(B) 32=-111(B)33=-111(13)34=-111(B)35=-111(B)36=-46(13)37=-46(B)38=-46(B)39=-46(13)40=-46(8)41=46(B)42=-46(B)43=-46(B)44=-46(B)45=-46(B) 46=-46(8) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (010 Vert: 1-2=42,2-3=13,3-27=45,27-34=26,9-34=16,9-10=31,10-11=21,17-18=-10,16-17=-10,13-16=49(F=59),12-13=-10,12-21=-10 Horz: 1-2=-50, 2-3=-22, 9-10=39, 10-11=29 Concentrated Loads (lb) • , Vert: 3=130(B)7=156(B)9=257(B)17=108(B)15=-23(B)12=108(B)24=136(B)25=136(B)26=136(B)28=156(B)29=156(B)30=156(B)31=156(B)32=156(B) 33=156(B)34=156(B)35=165(B)36=-23(8)37=-23(8)38=23(B)39=-23(B)40=-23(8)41=-23(B)42=-23(B)43=-23(B)44=23(8)45=-23(B)46=-23(13) 5) Dead + 0.6 MWFRS Wind (Pos. Intemal).Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=21, 2-3=31, 3-25=16, 8-25=26, 8-9=45, 9-10=13, 10-11=42, 17-18=-1b, 16-17=-10, 13-16=49(F=59), 12-13=-10, 12-21=-10 Horz: 1-2=-29, 2-3=-39, 9-10=22, 10-11=50 Concentrated Loads (lb) Vert: 3=159(8)7=156(B)9=246(B)17=108(B)15=-23(B)12=106(B)24=165(B)25=156(B)26=156(B)28=156(B)29=156(B)30=156(B)31=156(B)32=156(B) 33=136(B)34=136(B)35=136(8)36=-23(B)37=-23(B)38=-23(8)39=-23(B)40=-23(8)41=-23(B)42=-23(8)43=-23(8)44=-23(B)45=-23(B)'46=-23(B) 6) Dead + 0.6 MWFRS Wind (Neg. Intemal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-26, 2-3=-36;3-9=-16, 9-10=5,10-11=15, 17-18=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 12-21=-20 Horz: 1-2=12, 2-3=22, 9-10=19. 10-11=29 Concentrated Loads (lb) Vert: 3=54(B)7=197(B)9=315(8)17=128(B)15=-13(B)12=12t3(B)24=197(B)25=197(B)26=197(B)28=197(B)29=197(B)30=197(B)31=197(B)32=197(B) 33=197(B)34=197(B)35=197(B)36=-13(B)37=-13(B)38=-13(B)39=-13(B)40=-13(8)41=-13(B)42=-13(B)43=-13(8)44=-13(B)45=-13(B)46=-13(B) 7) Dead + 0.6 MWFRS Wind (Neg.. Internal) Right: Lumberincrease=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=15,2-3=5, 3-9=-16,9-10=-36, 10-1 1=-26, 17-18=-20,16-17=-20, 13-16=39(F=59),12-13=-20, 12-21=-20 Horz: 1-2=-29, 2-3=-19, 9-10=-22, 10-11=-12 Concentrated Loads (lb) Vert: 3=54(B)7=197(B)9=356(B)17=128(B)15=-13(B)12=128(B)24=197(B)25=197(B)26=197(B)28=197(B)29=197(B)30=197(B)31=197(B)32=197(8) 33=197(B)34=197(8)35=197(8)36=-13(B)37=-13(B)38=13(B)39=-13(8)40=-13(8)41=-13(B)42=-13(B)43=-13(B)44=-13(B)45=-13(B)46=-13(B) 8) Dead +0.6 MWFRS Wind (Pos. lntemal).1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig . Vert: 1-2=74,2-3=45,3-9=45,9-10=45,10-11=74,17-18=-10,16-17=-lb,13-16=49(F=59),12-13=-10,12-21=-10 Horz: 1-2=-82, 2-3=-54, 9-10=54, 10-11=82 Concentrated Loads (lb)_ Vert: 3=130(B)7=136(B)9=214(B)17=108(B)15=-23(B)12=108(B)24=136(B)25=136(B)26=136(B)28=136(B)29=136(B) 30=136(B)31=136(B)32=136(8)33=136(B)34=136(8)35=136(8)36=-23(8)37=-23(B)38=-23(B)39=23(B)40=-23(B) 41=-23(B) 42=-23(8) 43=-23(B) 44=-23(B) 45=-23(8) 46=-23(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45,2-3=16,3-9=16,9-10=16,10-11=45,17-18=-10,16-17=-10,13-16 49(F=59), 12-13=-10,12-21=-10 Horz: 1-2=-53, 2,3=-25,,9-10=25, 10-11=53 Concentrated Loads (lb) Vert: 3=116(B)7=165(B)9=271(B)17=108(B)15=-23(B)12=108(B)24=165(B)25=165(B)26=165(B)28=165(B)29=165(B) 30=165(B)31=165(13)32=165(B)33=165(B)34=165(B)35=165(B)36=-23(B)37=-23(13)38=-23(B)39=23(8)40=-23(B) 41=-23(B)42=-23(B)43=23(6)44=-23(B)45=-23(8)46=-23(B) 10) Dead +0.6 MWFRS Wind (Neg. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-5, 2-3=-16, 3-9=-16, 9-10=-16, 10-11=-5, 17-18=-20, 16-17=-20, .13-16=39(F=59), 12-13=-20, 12=21=-20 Horz: 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)24=197(B)25=197(B)26=197(8)28=197(B)29=197(B) 30=197(B)31=197(B)32=197(6)33=197(8)34=197(B)35=197(B)36=-13(B)37=-13(8)38=-13(B)39=-13(B)40=-13(B) 41=-13(B)42=-13(B)43=13(B)44=-13(B)45=-13(B)46=-13(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-5, 2-3=-16, 3-9=16, 9-10=-16, 10-11=-5, 17-18=-20,.16-17=-20, 13-16=39(F=59), 12-13=-20, 12-21=-20 Horz: 1-2=-9, 2-3=2, 9-10=-2, 10-11=9 ® WARNING -Verify designparametei9 and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev; 5/19/2020 BEFORE• USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,:see ANSI/7Pl1 Quality Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa,. FL 36610 _ Job i Truss Truss Type Qty Ply LOT 5111 WATERSTONE 2718576 A08 SPECIAL 1 1 '" T234fi3612 Job Reference o tional Builders FirslSource (Plant City, FL),: Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 5 15:53:01 2021 Paae 3 i u:l7Ou Livvtd tdpA3jm ld t zeum l kz57ad-tSP8VfOH Bms2vOyDcOXanpy570jJzJ 11 YRpnvSzTjXG. LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=72(B)7=197(B)9=335(B)17=128(8)15=-13(B)12=128(B)24=197(8)25=197(8)26=197(B)28=197(B)29=197(B)30=197(8)31=197(8)32=197(B) 33=197(B) 34=197(8) 35=197(B) 36=-13(B) 37=-13(B) 3B=13(B) 39=13(B) 40=-13(B) 41=-13(B) 42=-13(B) 43=-13(13) 44=13(8) 45=-13(B) 46=-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 (pig Vert: 1-2=-53, 2-3=-61, 3-9=-45, 9-10=-30, 10-11=-22, 17-18=-20, 16-17=20, 13-16=24(F=44), 12-13=20; 12-21=-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)24=145(B)25=145(B)26=145(8)28=145(B)29=145(B)30=145(B)31=145(B)32=145(6) 33=145(B)34=145(13)35=145(B)36=-13Loa(B)37=-13(B)38=-13(8)39=-13(B)40=-13(B)41=-13 Roof Live (bat.) + 0.75(0.6 (B)42=-13(B)43=-13(B)44=-13(B) 45=-13(B)46=-13(B) 14) Dead + MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=l'.60 Uniform Loads (plf) Vert: 1-2=-22, 2-3=-30, 3-9=-45, 9-10=-61, 10-11=-53, 17-18=-20, 16-17=20, 13-16=24(F=44), 12-13=20, 12-21=-20 Horz: 1-2=-22, 2-3=-14, 9-10=-17, 10-11=-9 Concentrated Loads (Ib) Vert: 3=-19(B)7=145(B)9=262(B)17=76(B)15=-13(8)12=76(8)24=145(B)25=145(B)26=145(B)28=145(8)29=145(B)30=145(B)31=145(8)32=145(8) 33=145(B)34=145(B)35=145(B)36=-.13(B)37=-13(8)38=-13(B)39=-13(B)40=-13(8)41=-13(8)42=-13(B)43=-13(8)44=13(8)45=-13(8)46=-13(B) 15) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Ing 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-37, 2-3=-45, 3-9=4�1 9]10=-45, 10-11=-37, 17-18=-20, 16-17=-20, 13-16=24(r=44), 12-13=20, 12-21=-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(8) 17=76(B)15=-13(B)12=76(6)24=145(B)25=145(B) 26=145(B)28=145(B)29=145(B)30=145(B)31=145(8)32=145(B) 33=145(B)34=145(B)35=145(B)36=-13(B)37=-13(B)3B=-13(B)39=-13(B)40=-13(B)41=-13(B)42=-13(B)43=-13(B)44=-13(B)45=-13(B)46=-13(B) 16) Dead + 0.75 Roof Live (ball + 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, 17-18=-20, 16-17=20, 13-16=24(F=44), 12-13=-20, 12-21=-20 Horz: 1-2=-7, 2-3=1, 9-10=-1, 10-11=7. Concentrated Loads (lb) Vert;3=-5(8)7=145(B)9=247(B)17=76(8)15=-13(B)12=76(B)24=145(B)25=145(B)26=145(B)28=145(8)29=145(B)30=145(B)31=145(B)32=145(B) 33=145(B)34=145(B)35=145(8)36=-13(B)37=-13(B)38=13(B)39=-13(8)40=-13(8)41=-13(B)42=-13(B)43=-13(B)44=-13(B)45=-13(8)46=-13(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 6/192020 BEFORE USE. Design valid "for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, "not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component Safety Information available from Tn{ss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. - Tampa; FL 36610 Job Truss q Truss Type Qty Ply LOT 5111 WATERSTONE 2718576 A09 SPECIAL 1 1 T23463613 . Builders FirstSource !Plant Cev t=rt Plnnr ca„ n _ aaaa� Job Reference optional) npr o io:oo:uz duzi rage 1 ID:193Q G WB BpX31R1872eOm7kz5?ad-LezWj_Ovy4?v WAXP963pKOUEvQ2wioYAn5ZKRuzTjXF 4- ID: 6-8-0 13-0-0 19-10-0 21-0-0 23-10-0 26-B-0 33 0 0 39 8 0 41 00 1 4 0 6-4-0 6-10-0 -2-0 2-10-0 2-10-0 6-4-0 Scale = 1:75.5 6.00 f12 5x8 = 3x6 = 6xl2 MT20HS 1 5x6 5- y7 3x4 = 0 0 Id N: 5x8 % 3.00 12 5x8 rr 0 4 '9-8-0 15-7-5 24-0-11 31-0-0 39-B-0 Plate Offsets (X Y)-- 880 6115 B56 [2:0-2-7 Edge] [3:0-3-0 0-3-0] j4:0-5-0 0-2-0] j7.0-3-0 Ed e] [9'0-3-0 0 3 01 [10:0-2 7 Edge] 6115 880 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate.Grip DOL 1.25 TC 0.95 Vert(LL) 0.63 12-13 >757 240 MT20 244/190 TCDL 7.0 BCLL Lumber DOL 1.25 BC 0.94 Vert(CT) -0.96 13-15 >497 180 MT20HS 187/143 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.60 - 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 199 lb FT = 20% LUMBER- BRACING - TOO CHORD 2x4 SP No.2 *Except* TOP .CHORD 3-4,8-9:.2x4 SP M 31, 1-3,9-11: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 *Except* BOT CHORD . 14-16,12-14: 2x4 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, 10=0-8-0 Max Horz 2=-351(LC 8) Max Uplift 2=-797(LC 10), 10=-797(LC 10) Max Grav 2=1540(LC 1), 10=1540(LC 1) FORCES. (lb) - Max. Comp./Maio. Ten. - All forces 250 (16) or less except when shown. TOP CHORD 2-3=-4917/3040, 3-4=-4613/2864, 4-5=-3032/2004, 5-6=-3037/1932, 6-8=-2899/1832, 8-9=-4664/2728, 9-10=4929/2866 BOT CHORD 2-16=-2647/4620, 15-16=-1516/2827, 13-15=-1718/3209, 12-13=-141212856, 10-12=-2425/4456 WEBS 3-16=368/396, 4-16=-1041/1945, 4-15=.103/484, 5-15=-339/221, 5-13=-415/327, 8-13=-186/531,8-12=-942/1816, 9-12=-298/322 Structural wood sheathing directly applied. Except; 1 Row at midpt 6-8 Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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 2-7-11), Interior(1).2-7-10 to 9-0-6, Exterior(2R) 9-0-6 to 16-11-10, Interior(1) 16-11-10 to 21-0-7, Exterior(2R) 21-0-7 to 23-10-0, Exterior(2E) 23-10-0 to 26-4-1, Interior(1) 26-4-1 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zo6e;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)'Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 797 lb uplift at joint 2 and 797 lb uplift at joint 10. 10) Graphical purlin representation does not depict We size or the orientation of the purlin along the top and/or bottom chord. `1111111'FI'�;f��, PQU 1 N V F, NO 68182 S F �O N A� ��C� %� Joaquin Velez PE.Nd.68182 M[Tek.USA, Inc. K Cert 8634 694Parke East Blvd. Tampa FL 33610 Date: April 7, 2021 WARNING • Verify design parameters end 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 t a truss sysem. 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/orchord members only. Additional temporary and permanent is e is always required for stability and to prevent collapse with possible personal injury MiTk' and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,:see ANS11rioll Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL. 36610 r IJob a Builders Truss Truss Type Qty Ply, LOT 51/1 WATERSTONE A10 SPECIAL 1 1 T23463614 Job Reference (optional) urce (Plant City, FL); Plant City, FL - 33567, - 8.430 s Mar 22 2021. MiTek Industries, Inc. Mon Apr 5 15:53:04 2021 Page 1 ID:193Q G WB BpX3j RI87zeOm 7kz5?ad-H 15H8gQ9UhFcm UhoH W5H PRaZgDoZAmrTEP2RVnzTjjXD 1-4- -it1-111-0-0 16-10-1 19-0-0 22-9-15 2 -10 0.. 28-8-0 33-8-15 39-8-0 1-0• . 1-4-0 5-11-1 5.0-15 5-10-1 2-1-15 3-9-15-0- '4-10.0 5.0-15 5-11-1 1-4.0 Scale = 1:75.5 5x6 = 6.00 1z 4 zxa z 26 z7 ze 3 1.Sx8 STPP = 25 1 5x8 :—� 3.00 F12 18 8x14 MMI-IS 1 2x4 II 5x6 5 30, 6 17 16 15 5x8 = 5x8 = I I 46 = LOADING (psf) SPACING- 2-0-0 . DEFL.- TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) TCDL 7.0 Lumber DOL, 1.25 BC . 0.67 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except! TOP CHORD 1-4.10-13: 2x4 SP IV 31 BOT CHORD 2x4 SP M 31 *Except* 16-18,14-16: 2x6 SP No.2 BOT CHORD WEBS . 2x4 SP No.3 WEDGE JOINTS Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS, , (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-351(LC 8) Max Uplift.2=-797(LC 10), 12=797(1-C 10) Max Grav 2=1540(LC 1), 12=1540(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except.when shown. TOP CHORD 2-3=-4912/3208, 3-4=-4607/2953, 4-5=-4155/2803, 5-6=-4155/2803, 6-7=-3887/2655, 7-9=-3697/2494, 9-10=-3697/2494, 10-11=-4713/2868, 11-12=4921/3021, 6-8=-336/262, 8-10=-359/270 BOT: CHORD 2-18=-278414606, 17-18=-1907/3299, 15-17=-2254/3973, 14-15=-1844/3338, 12-14=-256914446 WEBS 3-18=326/377, 4-18=-785/1550, 4-17=-577/1023, 5-17=-457/439, 7-17=-172/405, 7-15=-293/294, 10-15=-471/888, 10-14=-703/1474, 11-14=-229/273 6x12 MT20HS Q 31 10 2x4 s 11 � 1.5x8 STP = 29 0 14 d 8xl4 MT20HS = 12 � N Sx8 in (loc) I/defl Lild PLATES GRIP 0.68 15-17 >764 240 MT20 244/190 -0.95 17 >499 180 MT20HS 187/143 0.55 12 n/a n/a Weight: 228 lb FT = 209/a Structural wood sheathing directly applied or 2-2-0 oc purlins. Except: 1 Row at midpt 6-7, 7-10 Rigid ceiling directly applied or 4-6-1 oc bracing. 1 Brace at Jt(s): 7 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; Exo 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, Exteriar(2R) 7-0-6 to 14-11-10, Interior(1) 14-11-10 to 19-10-6, Exterior(2R) 19-10-6 to 27-9-10, Interior(1) 27-9-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to; the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been ,designed for a live load of 20.0psf on the bottom chord in all' areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 797 lb uplift at joint 2 and 797 lb uplift at joint 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A.WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED.MITEK REFERENCE PAGE MII-7473 rev. 5/t92020 BEFORE USE, Design valid for use only with MIT ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSS-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 <OQ,cN IN VFW �•,: No :68.182 VV • ST 'FW OF :•�U� 00. 00 ��N A�. 1.11111 Joaquin Velez PE Nd.,68182 MITek USA; Inc. FL Cent 6634 6904;1oarke East Blvd. Tampa FL 33616 Date April 7, 2021 MiTek' 6904 Parke East Blvd. Tampa,, -FL 36610 Job 0 Truss Truss Type Qty Ply LOT 5111 WATERSTONE 2718576 A11 SPECIAL 1 1 . T23463615 Builders FirstSource (Plant Citv FL7 Planr ra„ FI _31SR7 .. .__ -. Job Reference (optional) ,.,a, uouies, urc. mon Apr Olt): 03:Ub ZU21 Page1 114--00 66--33--00 9-00 I D:-3x-t?Yd6 R bYnXO16Sf6 q hjjz4cnz-ID efLOR n F? NTNd G_rEcwyf-6kyd5m v81 cT3n?12-0D- zTjXC 23-100 31-6-0 80 8-0-0 82-90 7-8.0 -4.0 Scale = 1:73.7 2x4 3 25 1.5x8 STP = 24 0 1 2 3x6: 3.00 F12 5x6 7 13 '� lz 3a 11 14 4x6 = 3x6 = 6x8 = 2-0 29-6-4 3x6 = c -—Lb to T1 - I2:u-1-14 u-U-/I t4'0.4-0 0-2-81 f8:0-4-0 0-3-01 [13:0-3=8 0=3-01 LOADING (psf) TCLL. 20.0 SPACING- 2-0-0 Plate:Grip DOL 1.25 CSI. TC DFFL. in (loc) . I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 0.97 BC 0.86 Vert(LL) -0.26 11-13 >887 240 MT20 2441190 BCLL 0.0 Rep Stress Ihcr YES WB 0.87 Vert(CT) Horz(CT) -0.40 11-13 >582 180 -0.02 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 1981b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP 'Except' Structural wood sheathing directly applied. 6 2x44 SIP No.3, 9-12: 2x4 SP No.1 BOT CHORD I Rigid ceiling directly applied or 5-2-0 oc bracing. Except: WEBS 2xx44 SP No.3 3-4-0 oc bracing: 13-15 WEBS 1 Row at midpt 7-13 REACTIONS. (size) 2=0-8-0, 13=0-4-0, 9=0-8-0 Max Harz 2=351(L'C 9) Max Uplift 2=495(1_C 10), 13=614(LC 10), 9=-482(LC 10) Max Grav 2=911(LC 15), 13=1807(LC 15), 9=1002(LC 16) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2386/1504, 3-4=-2061/1313, 4-5=-1309/930. 5-6=-245/302, 6-7=-205/413, 7-8=-1244/782,8-9=-1366/742 BOT CHORD 2-17=123112415, 16-17=-854/1893, 15-16=-473/773, 13-15=1016/719, 11-13=0/251, 9-11=-454/1151 WEBS 3-17=-3271308, 4-17=-352/913, 4-16=-530/308, 5-16=141/814, 5-15=-1061/824, 7-13=-688/240, 7-11=-466/1148, 8-11=-537/503 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, Interjor(1) 2-7-10 to 5-0-6, Exterior(2R) 5-0-6 to 12-11-10, Interior(1) 12-11-10 to 19-10-6, Exterior(2R) 19-10-6 to 27-9-10, Interior(1) 27-9-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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, with BCDL = 10.Opsf. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrrPI 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 495 lb uplift at joint 2, 614 lb uplift at joint 13 and 482 lb uplift at joint 9. /1111t1f1��� .. N V F .No 68182 9 :• i S OF :�1,4/: i�•' Z At Joaquin Velez PE No.66182 MI7ek USA; Inc. FL Cert 6634 6904, Parke East Blvd. Tampa FL 33610 Date: April 7 2n21 ®. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE Mll-7473 rev. 5/19=20 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi lT ek• fabrication, storage, delivery, erection and bracing of trusses and truss systems„see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway,Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. - - - — -- - --- - - Tampa; FL 36610 Job • Truss Truss Type Oty Ply_' LOT51/1 WATERSTONE 2718576 A24 SPECIAL 11 T23463616 Builders FirstSource (Plant Citv. FLl'. Plant city FI _ aasa� ....._ .. Job Reference (optional) - •--- -1viuri mp, a to:aa:ur LUZ1 rage 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-hcm Pm iS2ncdBdxO Nyfe_14C85RmgN6NvwN G566zTjXA 1-4.0 7-0-0 9-2-2 12-8-0 15-0-0 17-1-13 20-1-8 23-10-0 30-11-8 35-4-2 39-8-0 1-0- 1-4-0 7-0-0 2-2-2 3-5-14 2-4-0 2-1-13 2-11-11 3-8-8 7-1-8 4-4-9 4-3-14 1-4-0 Scale = 1:73.7 5x6 = 9 3x4 I I 8 46 i 5x8 = 3x4 = 3x4 II Sx6 = 5x6 1 10 6.00 1210 . 3 4 31 5 32 6 2x4 1.5x8 STP:= 11 21 19 do 1 2 24 23 22 33 20 5x12 II d d 6x8 = 5x8 = 3x4 I I I 4x6 3x8 11 802 = 18 17 34 35 16 15 14 1.5x8 STP = 12 13 = = 5x6 � 3.00 12 6x12 MT20H5 = 3x4 US = = 3x6 7-1-8 9-10-0 . 11-8-0 15-9-4 20-1-8 20- -0 26-7-2 33-7.10 7-1-8 2-8-8 1-10-0 4-1-4 4-4-4 0- -8 6.5-2 39-8-0 . 7-0-8 Plate Offsets (X Y)-- [2:0-1-15 1-2-131 [2:0-3-6 Edtlel 13:0-6-0 0-2-81 1'10:0-3-0 0-3-01 [17'0 3 8 0 3 O][21.0-3-0 0-4 Ol [24 0 4 0 0 1 121 6-0-6 LOADING (ps() TCLL . 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC DEFL.: in (IQc) I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 0.73 BC 0.95 Vert(LL) 0.27 23 >891 240. Vert(CT) -0.34 23 >725 180 MT20 ' 244/190 BCLL 0.0 Rep Stress Incr NO WB _ 0.64 . Horz(CT) -0.03 17 n/a n/a MT20HS 187/143 BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 227 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP NQ.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc puriins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. Except:. 5-22: 2x8 SP 240OF 2.OE, 19-21: 2x6 SP M 26, 8-17: 2x4 SP M 31 . 6-0 0 oc bracing: 17-19 WEBS 2x4 SP No.3 WEDGE WEBS 1 Row at midpt 9-17 Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-4-0, 12=0-8-0 Max Horz 2=351(LC 7) Max Uplift 2=-709(LC 8), 17=-905(LC 8), 12=431(LC 8) Max Grav 2=1171(LC 1), 17=2119(LC 2), 12=965(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3391/1822, 3-4=-3057/1795, 4-5=-3044/1865, 5-6=-3427/2073, 6-7=-1394/1009, 7-8=-290/543, 8-9=238/458, 9-10=-716/373, 10-11=-1419/542, 1,1-12=-1526/559 BOT CHORD 2-24=-1494/3064, 23-24=-1469/3036, 22-23=-912/1676, 5-21=-243/260, 20-21=-1087/1935, 19-20=-228/455, 17-19=-1116/722. 8-19=-270/228, 14-16=-233/946, 12-14=-372/1319 WEBS 3-24=433/1145, 3-23=-346/31, 4-23=-219/286, 2.1-23=-668/1422, 6-21=-802/1678, 7-19=-1119/684, 9-17=-991/257, 10-16=-681/424, VF->,,,,, 10-104=169/46409 160-2678/1923 ,oPaUIN NOTES- .• �•E•N �• Fri i ?••�'\ S'�•• ,, 1) Unbalanced roof live loads have been considered for this 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. No 68182 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. ►"� An 5) All plates are MT20 plates unlessotherwise indicated. �� •.• S F �1 6) This truss has been designed for a 10.0 ps( bottom chord live load nonconcurrent with any other live loads. �.� :� • , P : �: 7) 'This truss has been designed for live load a of 20.0ps( on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord �i O R I �.'•• �� �j� ss •' and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 2 • • • • • • �� ��. considers parallel to grain value using ANSIfTP1 1 angle to grain formula. Building designer s hould '��/O N AC verify capacity of beang surface. bearing %%�� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 709 lb uplift at joint 2, 905 lb uplift at Joaquin Velez PE N6;68182 joint 17 and 431 lb uplift at joint 12. MITek USA', InC. FL 6r16634 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 156 lb up at 7-0-0, and 111 Ib down and 197lb up at 9-0-12, and 111 lb down and 197 lb 6904 Parke East Blvd. Tampa FL 3W10 up at 11-0-12 on top chord, and 353 lb down and 124 lb up at 7-1-8, and 92 lb down at 9-0-12, and 92 lb down at 11-0-12 on bottom chord. The design/selection of such connection Date: devices is the responsibility of others. April 7,2021 on mue on page X. WARNING - Vedy design parameters and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design for valid use only with MiTek® connedars. 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 �L ' overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general the' MITeK• guidance regarding fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. - - - - - - - — - - Tampa, FL 36610 Job , Truss Truss Type Oty Ply LOT �WATERSTONE 27.18576 A24 SPECIAL 1T23463616 Builders FirstSource (Plant City, FL), Plant City. FL33567,Job R 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 5 15:53:07 2021 Page 2 NOTES- ID:3xt?Yd6RbYnX016Sf6ghjjz4cnz-hcmPmiS2ncdBdxQNyfe_14C85RmgN6NvwNG566zTjXA 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, 3-6=-54, 6-9=-54, 9-13=-54, 24-25=-20, 22-24=-20, 19-21=20, 17-18=-20, 17-28=-20 Concentrated Loads (lb) Vert: 3=-159(F) 24=-312(F) 23=-46(F) 4=111(F) 31=-111(F) 33=-46(F) A WARNING -Verify design parameters:and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev: 51IM020 BEFORE US Design valid for use anfywith 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 individua] truss web and/or chord members only, Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MITeK• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89 and SCSI Building Component Safety lnforrnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. - - - - - - --- Tampa. -FL 36610 — ob Truss Truss T e YP Qty ' Ply LOT 51l1 WATERSTONE - 718576 B01 SPECIAL T234fi3617 1 1 Job Reference o tional Builders FirstSource, Plant City. FL..33563 78.430s Nov 30 2020 MiTek Industries, Inc. Wed Apr 7 08:02:05 2021 Page 1 . -1.4-n . a_a n ID: 193QGWBBpX3jR187zeOm7kz57ad-Wb 06lxWeZecOD9ugevB9ioQThOpJNuOIZYowo7zTB70 1-4 0 8-6-0 '- V 1 -o-" 27-8.0 . 29.0-0 3-4-0 7-8-0 8-2-0 1-4-0 4x6 = 4 1.5x8 STP = 7x10 = 3x4 1 3x6 II 7-10-0 Scale = 1:55.5 LOADING (psf) TOLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.59 Vert(LL) 0.39 10-13 >246 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.41 WB 0.83 Vert(CT) 0.33 10-13 >287 180. Horz(CT) -0.01 9 BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH n/a n/a Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP Nti.1 TOP CHORD Structural wood sheathing directly applied Or 5-5=4 oc purlins. BOT CHORD 2x4 SP M 31 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-9: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) . 2=324/0-4,0, 9=1085/0-8-0, 6=783/0-8-0 Max Horz 2=317(LC 9) Max Uplift 2=-403(LC 10), 9=-616(LC 10); 6=460(LC 10) Max Grav 2=352(LC 19),'9=1085(LC 1), 6=827(LC 16) FORCES. (lb) - Max. CompJMax. Ten. - All forces 256 (lb) Or less except when shown. TOP CHORD 34=-86l3B0, 4-18=-871/754, 5-18=-960/739, 5-19=-1055/729. 6-19=-1098/709 BOT CHORD 2-20=-250/150, 9-10=-1009/1095. 3- 1 0=409/483. 6-8=-441/908 WEBS 4-10=-696/241, 4-6=-449/839, 5-8=-529/526, 8-10=-58/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 7-10-6, Exterior(2R)' 7-10-6 to 15-9-10, Interior(1) 15-9.10 to.25-0-6, Exterior(2E) 25-0-6 to 29-0-0 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate; grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 403 lb uplift at joint 2, 616 lb uplift at joint 9 and 460 lb uplift at joint 6. LOAD CASE(S) Standard 0 ,`,1►1f11111/11,,, i Nb ss1:82 s S _ OF *N AL .�Ca Inll.nlll Joaquin.Velez PE No;66182 MiTek USA, Inc. FL Cert6634 69.04:Parke East Blvd. Tampa FL 33610 Date: ADril 7.2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAOE Mll-7473 rev: 5/192020 BEFORE USE. Design valid for use orily-with MiTek® connectori.�Thii 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 is always required for stability and to Prevent collapse with possible personal injury and property damage. For general guidance regarding the MITe'k• fabrication, storage, delivery, erection and bracing of trusses and truss.systems, see ANSI7TPI1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 6904 Parke East Blvd. -- - - - - Tampa, -FL 36610 Job l (Truss Truss Type Qty .-Ply LOT 51/1 WATERSTONE 2718576 B01A SPECIAL 2 1 T23463618 . Plant City, FL. 33563 uu rcererence o monal 8.430 s NOV 30 2020 MiTek Industries; Inc. Wed Apr 7 08:02:40 2021 ID:193QGWBBpX3jR187ze0m7kz5?ad- KbFSrMTPJ2e5bKcDmJMdANPCVgn4jlvcU-mHVW -1-8-6-0 11-10-0 19-6-0 1-44-0-0 8-6-0 27-8-0 290-0 3-4-0 7-8-0 8-2-0 1.4-0 4x6 = 4 1.5x8 STP = 6x8 = 3x4 6x12 MT20HS = 17-6-5 27-8-0 Scale = 1:56.4 LOADING (psf) TCLL 20.0 SPACING- Plate Grip. DOL 2-6-0 1.25 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.82 BC 0.77 Vert(LL) 0.22 11-19 >438 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.89 Vert(CT) Horz(CT) -0.40 879 >587 180 -0.05 9 MT20HS 187/143 BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH n/a n/a Weight: 136 lb FT = 20% LUMBER- TOP CHORD 2x4 SP No.2 BRACI.NG- BOT CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood,sheathing directly applied or 3-10-2 oc purlins. 2x4 8x4 SP No.1 BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 SP 8-5-3 oc bracing: 6-8. WEDGE 6-0-0 oc bracing: 9-11 Left: 2x6 SP No.2 WEBS 1 Row at midpt 4-9 REACTIONS. (lb/size) 9=650/6-8-0, 6=808/0-8-0, 2=440/0-4-0 Max Horz 2=314(LC 9) Max Uplift 9=-414(LC 10), 6=-497(LC 10), 2=565(LC 10) Max.Grav 9=1045(LC 15), 6=1050(LC 16), 2=497(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (16) or less except when shown. TOP CHORD 2-20=-3917371, 3-20=-320/391, 3-4=-313/517, 4-21=-1266/856, 5-21=-1356/841, 5-22=-1433/812,6-22=-1474/791 BOT CHORD 9-11=-401/700, 3-11=-365/394, 9-24=-11/369, 24-25=-11/369, 8-25=-11/369, 6-8---515/1247 WEBS 4-9=-557/154, 4-8=-478/1148, 5-8=-537/524 NOTES- ,,�(Ilfl'1►//.ICI 1) Unbalanced roof live loads have been considered for this design. U�N Vr 2) 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. ♦,,OPQ ........ 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 7-10-6, Exterlor(2R) ♦ \_GENS •°�,� �j 7-10-6 to 15-9-10, Interior(1) 15-9-10 to 25-0-6, Exterior(2E) 25-0-6 to 29-0-0 zone; cantilever left exposed ; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; LUniber.DOL=1.60 plate grip DOL=1.60 . No :6.8182 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. 7k 4) All plates are MT20 plates unless otherwise indicated: = 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 3 S 0'F : ��U` will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical. connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 9, 497lb uplift at joint i� :•"!. R. - •' `; 6 and 565 lb uplift at joint 2. ♦ •, �.'�� ��♦ C'i 1. LOAD CASE(S) Standard ��'SS��NA� ���%% Joaquin, Velez PE Nd-68182 Welk USA; Inc. FL'Cert 6634 6,900arke East Blvd. Tampa.FL 33610 Date: ®WARNING -Verify design parameters. end 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 is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P/1 Quality Criteria, DSB-89 and SCSI Building�Component Safety Information available from Truss Plale Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. -- - -- -- - - - -- Tampa, FL 36G10- - -- - - 4 Job , I Truss 12718576 8018 Type SPECIAL Qty I Ply �LOT1111 1 1 T23463619 �u rtei erence o u.nal ce (Plant City, FL), Plant City, FL - 33567. 8.430 s Mar22 2021 MiTek Industries, Inc. Mon Apr 5 15:53:10 2021 Page 1 -1-4-0 ID:193QGWBBpX3jR187zeOm7kz5?ad-68SYOkVw3X?inUP8xdnChfigdRem8aN?LcLVIjRzTjX7 8-6-0 11-10-0 19-6-0 1-0-0 8-6=0 3-4-0' 7 8 0 27-8-0 29-0-0 8-2-0 1-4-0 4x6 = 4 6x8 = 5x8 = . 3x6 = Scale = 1:56.4 . 820 .. - . 7-10-o 6 1 1r-% 7.10.0 0- - 9-0-6 - 27-e-0 0-1-0 10-1-11 Plate Offsets (X Y)-- (5.0-4-0 0-3-0) (8:04=0 0-3-41 LOADING (psf) SPACING•, 2-0-0 CSI. DEFL. in (loc) 11defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 PLATES GRIP Vert(LL) -0.25 8-9 >933 240 TCDL 7.0 Lumber DOL 1.25 BC 0,98 Vert(CT) -0.51 11-14 >198 '120 BCLL 0.0 MT20 2441190 MT20HS 187/143 Rep Stress Incr YES' WB 0.97 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/T15120.14 Matrix-MSH Weight: 139 lb FT = 20%' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10=0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-210 oc bracing. Except: 3-9: 2x6 SP No.2 2-2-0 o bracing: 9-11 WEBS 2x4 SP ND.3 WEBS 1 Row at midpt 4-9 REACTIONS. (size) 9=0-4-0, 6=0-8-0 Max Harz 4=314(LC 9)' Max Uplift 9=-834(LC 10), 6=-334(LC 10) Max Grav 9=1811(LC 15), 6=824(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-641/949, 3-4=182/546, 4-5=-854/408, 5-6=-972/364 BOT CHORD 2-11=-802/768, 9-11=-831/582, 3-11=-633/575, 8-9=-200/414, 6-8=115/801 WEBS 4-9=-1093/688. 4-8=-518/1150, 5-8=-546/528 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(i) 2-7-10 to 7-10-6, Exterior(2R) . 7-10-6 to 15-9-10, Interior(1) 15-9-10 to 25-0-6, Exterior(2E) 25-0-6 to 29-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer! Project , ,�� QUIN ll/ to P F< �i engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss �� � � #i� , •• component. 4) All `� .'•� G•E•N S �••' �• plates are MT20 plates unless otherwise indicated. V : 5) This truss has been designed for a 10.0 psf bottom chord live load'nonconcurrent with any other live loads. •This N O 6 8182 •�; 6) truss has been designed for live load of 20.Opsf on the bottom chord ih all areas where a rectangle 3-6-0 tall by 2-0-0 wide r . * '• will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing —_ plate capable of withstanding 834 lb uplift at Joint 9 and 334 lb uplift at joint 6. �p : e. =e. • S T O F : � �44/ ORI'pP...N Joaquin Velez PE Nd.68182 MiTek USA; Inc. FL Cert 6634 6904,P6rke EastBlvd. Tampa FL 33610 Date., April 7,2021 ® WARNING -Verify design parameters:and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 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 e 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 alwaysrequired for stability and to prevent collapse with possible personal injury and property damage. For MiTek` general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss. systems, see ANSI/TPH Quality Criterla,.DSS-89 and BCSI Building component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 6904:Parke East Blvd. - - -- - - - - - --- - - Tampa, FL 366f0 -- Job ► 2718576 I russ Truss Type Qty Ply LOT 5111 WATERSTONE B11 GABLE T23463620 1 1 ty, FL); Plant City, FL - 33567, Job Reference optional) 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 5 15:53:11 2021 Page 1 -1-4-0 Ib:193QG WB 8pX3jR187zeOm7kz5?ad-aNOwc3VYgr7d6Yj8BVjwBvMnk27LJvhVr?EJFtzTjX6 1-4-0 8-6-0 10-4-0 11-10.0 13-4-0 19-6-0 27-8-0 .8-6-0 1-10-0 1-6-0'. 1-6-0 6-2.0 872-0 1-4-0 ' 3x4 = 3x8 -5, .. 5x8 Scale = 1:65.6 6.00 12 8 9 10 3x4 2x4 II 2x4 II 7 2 11 ' 2x4 II 2x4 II 6 28 x4 II ?'X II 12 5x6 7x10 = 5 6 13 2x4 = � 4 3 3x6 = 3-6-0 2 31 30 9 27 36 33 35 3x8 11 46 472x4 II 48 26 x4 11 2x4 = 2x4 11 49 - 2x4 II 5x8 = 34 17 .' 3x12 MT20HS — 25• 24 Z3 22 21 20 19 18 1.5x8 STP —_ 2x4 11 2x4 11 2x4 11 2x4 11 5x8 = . 6x8 = 2x4 11 . 2x4 11 -10-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip,DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' . 7-24: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 1 27.8-0 10-1-11 3x6 14 45 15 �" o 161 0 � O N 5x8 .ii 3x4 = . CSI. DEFL. in (loc) I/defl Lid PLATES TIC 0.88 Vert(LL) 0.24 18-19 >988 240 MT2b BC 0.92 Vert(CT) -0.43 17-44 >552 -180 MT20HS WB 0.68 - Horz(CT) 0.09. 15 n/a n/a Matrix-MSH Weight: 217 lb BRACING - TOP CHORD BOT CHORD WEBS REACTIONS. (size) 2=0-3-8, 24=0-8-0, 15=0-8-0 JOINTS Max' Horz 2=315(LC 9) Max Uplift 2=-639(LC 10), 24=-390(LC 10), 15=-584(LC 10) Max Grav 2=599(LC 1), 24=790(LC 1), 15=986(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten.: All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-951/1052, 3-5=-575/436; 5-6=-564/448, 6-7=-533/456, 7-8=-321/566, 10-11=-1211/961, 11-12=-1182/900, 1.2-13=-12181857. 13-15=1336/856 BOT CHORD 2-26=742/907, 24-26=-281/487, 26-29=193/282, 7-29=-167/258, 23-24=-108/462, 22-23=-108/462, 21-22=-108/461, 20-21 =-1 08/461, 19-20=-108/462, 18-19=108/462, 17-18=-10B/462, 15-17=-516/1134 WEBS 17-34=-454/398; 13-34=-458/327, 22-35=-235/500, B-35=-217/488, 20-36=3411164, 10-36=-353/183, 8-10=-609/640, 24-28=-827/248, 6-28=-896/288, 10-32=-553/1082, 32-33=-499/917, 17-33=-476/919, 3-31=-606/695, 30-31=-608/699, 29-30=-608/699 GRIP 244/190 1871143 FT=20% Structural wood sheathing directly applied or 3-10-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 5-10-4 oc bracing: 2-26 7-10=1 oc bracing: 15-17. . 6-0-0 oc bracing: 24-26 1 Row at irlidpt 8-24 1 Brace at Jt(s): 27, 30, 33. 35,36 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; 13CDL=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) -2-0-0 to 1-10-10, Interior(1) 1-10-10 to 7-10-8; Exterior(2R) 7-10-6 to 15-10-0, Interior(1) 15-10-0 to 25-8-6, Exterior(2E) 25-8-6 to 29-6-0 zone; parch left exposed;C-C for mernbers 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 ANS11TP1 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 MT20 plates 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 20.0psf 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 639 lb uplift at joint 2, 390 lb uplift at joint 24 and 584 Ib:uplift at joint 15. A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use.only With MiTek® connectors: This design is based only upon parameiers'shown, and is for an individual building component, not a truss system.. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery,. erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria; OSB-89 and SCSI Building Component Safety Information available fremTrus's Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 IN VP_ �% ' No 68182 S OF ;ONIAI ,`��.. Joaquin Velez PE No:66182 Welk USA, -Inc. FL Cert 6634 6904; Parka. East Blvd. Tampa FL 33616 Date: April 7, 2021 MiTek' 6904 Parke East Blvd. - _ Tampa, FL. 36610 _ Job ! Truss Truss Type City Ply LOT 51/1 WATERSTONE 2718576 all GABLE 1 - 1 T23463620 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference (optional) 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 5:15:53:12 2021 Page 2 NOTES- ID:193QGWBBpX3jR187zeOm7kz5?ad-2ZZIpPWAb9FUjiIKICE9k7vyUSTa2Mxe4f snJzTjX5 10) Hanger(s) or other connection device(s) shall be provided sufficient to supportconcentrated load(s) 11 lb down and 17 lb up at 1-0-0, 10 lb down and 15 lb up at 3-0-0, and 10 lb down and 15 lb up at 5-0-0, and 10 lb down and 15 lb up. at 7-0-0 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 (plo Vert: 1-9=-54,9-16=-54,26-37=-20,24-25=-20, 24-40=-20 Concentrated Loads (lb) Vert: 39=10(F) 47=-9(F) 48=-9(F) 49=-9(F) ® WARNING -Verify design parameters and. READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only'with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify "the "applicability of design parameters and properly incorporate this design into the overall building design. Bracingindicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANS11TPI1 Quality Criteria, DSB-59 and BCSI Building Component :Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waltlorf, MD 20601 lot MiTek' 6904 Parke East Blvd. Tampa. FL 36610 Job , 2718576 Builders buss Truss Type C1V SPECIAL (Plant City, FL), Plant City, FL - 33567, Oty Ply LOT 5111 WATERSTONE 6 T23463621 1 Job Reference (optional) 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 5.15:53:12 2021 Page 1 ID:193QGWBBpX3jR187zeOm7kz5?ad-2ZZIpPWAb9FUjilKICE9k7v6iShG2Wbe4f snJzTjX5 1,4-0 0-11 4 . 1-4-0 0-1174 0 0 III LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d TCLt 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 SCLL 0.0 Rep Stress Incr YES WB . 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12bl4 Matrix -MP LUMBER- TOP CHORD 2x4 SP N 2 BRACING - Scale = 1:7.6 M n .— Io 0 0. PLATES GRIP MT20 244/190 Weight: 5 Ito FT = 20% D' 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 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10). 4=-14(LC 1) Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10) 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 Exteri6r(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 noncoricurrent 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 grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 181 Ito uplift at joint 2 and 14 lb uplift at joint 4. �r,uiirrr�ii OPCiU i N V� i N0 .681;82 EMS 9•• ST OF ,:��CI. 10 Off. Joaquin Velez PE Nd' 182 MITek USA; Inc. FL.Cert 6634. .0904 Parke East Blvd. Tampa FL 33610 Date: April 7-2021 ® WARNING - Vedfy design parameter5;and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MIT ek® 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 iridividual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi lT ek- fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 IJob l, Ply I LOT 51 /1 C3V FirstSource (Plant Cily, F B Plate Offsets (X Y)-- j2:0-0-15,Edge Truss TyF SPECIA L T23463F9'1 6 1 Plant Clty FL 33567, Job Reference (optional) 8.430s Mar 22 2021 MITek Industries, Inc. Mon Apr 5 15:53:13 2021 Page 1 ID:193QG WB BpX3jR187zeOm7kz57ad-Wm7g 1 IXOM S N LLstWJv10 GKSHSrOJnzrolJj Q KmzTjX4 1-4-0 2-11-4 L4-0 2-11-4 axv Scale = 1:12.7 LOADING (pso SPACING- 2-0-0 CS I. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 PLATES_ GRIP Vert(LL) -0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 MT20 244/190 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a nla BCDL 10.0 Code FBC2b20/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BRACING- BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied Or 2-I1-4 oc purlins. BOT CHORD RiFi& ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Holz 2=132(LC 10) Max Uplift 3=-57(LC 10), 2=-149(LC 10) Max Grav 3=74(LC 15), 2=196(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 0=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. � � „Il.I, 6) Bearing atjoint(s):2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing ,,111fiJ ��, P,Qu� N surface. 7) Provide mechanical ,0 connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 3 and 149 Ib uplift at joint 2. ���,, C•E•N `SAC No 6.81:82 �•' S OF •:�41 0RX N N AL �n,rnll Joaquin Vtilez PE No:68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 7,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE.PAGE MII-7473 rev."5/192020 BEFORE USE. Design system. use re use, h MiTek® connectors. This design a 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 al design ` parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members. only. Additional temporary and permanent bracing is always'required for stability and to prevent collapse with possible personal injury and property damage. For general fabrication, 'MiTek• guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 quality Criteria, DSB-99 and SCSI Building Component Salaity Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 -- ---- -- 6904 Parke East Blvd. Tampa, -FL- 36610 r duu , 2718576 Truss CSV (Plant City, FL).: 1 Truss Type SPECIAL Qty Ply LOT 6 1. T23463623 Plant City, FL - 33567, 8.430 s Mar22 2021vMiTek Industries, Inc. Mon Apr 5 15:53:13 2021 Page 1 ID: 193QG WB BpX3jR 187zeOm7kz57ad-Wm 7g 11XdMSNLLstWJv10 GKS C GrxHnzrolJj QKmzTjX4 W1-0 4-11-4 0 - - 4-11-4 3x4 Scale = 1:17.6 LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CS1. DEFL, in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.56 BC 0.44 Vert (LL) 0.06 4-7 >925 246 MT20 - 244/190 SCLL 0.0 Rep Stress Incr YES , WB . 0.00 Vert(CT) Horz(CT) -0.07 4-7 >875 180 -0.01 3 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP n/a n/a Weight: 18 lb FT = 20%s LUMBER - TOP TOP CHORD 2x4 SP No.2 CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. REAC BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. TIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=185(LC 10) Max Uplift '3=-112(LC 10), 2=-161(LC 10) Max Grav 3=136(LC .15), 2=265(LC 15), 4=87(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=5.0psf; 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 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 112 lb uplift at joint 3 and 161 lb uplift at joint 2. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE. PAGE MII.7473 rev. s/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into, the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery; erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No '68182 �. ST OF �iiFs • � R � . C? �� Joaquin Velez PE N6.68182 MITek USA, Inc. FL Cert'6634 6904 Parke East Blvd. Tampa FL 3361 D Date: April 7, 2021 MiTek' 6904 Parke East Blvd. Tampa, FL--36610 - Job • Truss Truss Type Oty JTJol 51/1 WATERSTONE 2718576 D01 Common 2 T23463624 Builders FirstSource (Plant City; FL), Plant City, FL - 33567. Reference o tional 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 5'15:53:14 2021 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-_yh3E5YR7mVCzOSjsdGdpY OTF8yWNcxXzTzsCzTjX3 1-4-0 5-8-0 10-0-0 t-4-0 5-8-0 - 4-4-0 4-4-0: -.. 4-4-0 20-0-0 21-4-0 - 5.8-0 T 4 0 Scale = 1:36.5 4x6 =_ 4 Iq a Plate 3x6 = LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. TC DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 0.47 BC 0.92 Vert(LL) -0.16 8-11 >999 240 MT20 244/190 SCLL 0.0 Rep Stress Incr YES WB . 0.22 Vert(CT) Horz(CT) -0.35 8-1.1. >695 180 0.03 6 BCDL 10.0 Code FBC2020/TP1261A Matrix-MSH n/a n/a Weight: 901b FT=20% LUMBER- TOP CHORD 2x4 SP No.2 BRACING - CHORD 2x4 SP No:2 TOP'CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. WE WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-232(LC 8) Max Uplift 2=-450(LC 10), 6=-450(LC 10) Max Grav 2=812(LC'1), 6=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1212/968, 3-4=-928/756, 4-5=-928/756, 5-6=-1212/968 BOT CHORD 2-8=-672/1121, 6-8=-671/1057 WEBS 4-8=-372/587; 5-8=409/438, 3-8=-408/439 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(lj 2-7-10 to 6-0-7, Exterior(2R) 6-0-7 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 this ,�� PQU I N of truss component. 4) This •... , truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) 'This C•E IV 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 : 0 will fit between the bottom chord and any other members. No 68182 • •; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 2 and 450 lb uplift at 6. * : joint • ST OF P �\ Joaquin Velez PE Np 68182 MITek USA, int1. FL Cert 6834 6900arke East Blvd. Tampa FL 33610 Date: April 7, 2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611912020 BEFORE USE. Design valid for use only'wilh MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, riot 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 is pennarient 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 MiTek' ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. - ---- - - — - - _ - - Tampa. -FL. 36610- Jab • Truss Truss Type Oly Ply LOT 5111 WATERSTONE 2718576 D03 Hip Girder 1 1 T23463625 Builders FirstSource (Plant City. FL), Plant City, FL - 33567, Job Reference ti 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 5 15:53:16 2021 Page 1 -1-4-0 ID:3xt?Yd6RbYnX016Sf6ghjjz4cnz-xKppfnZhfNlvCKc5_2J5uz3ol3zD_HSE?Gy4x4zTjX1 4-4-12 B-0-0 12-0-0 15-7-5 20-0-0 21-4-0. 1"4-0 4-4-12 3-7-4 4-0-0 3.7-5 4-4-11 1-4-0 Scale = 1:37.8 5x8 = US = 4 5 Y v 31 nxo = LOADING (psf) SPACINd-, 2-0-0 CSI. DEFL. TCL . 20.0 Plate, Grip DOL 1.25 TC 0.23 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC . 0.36 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.14 HOIz(CT) BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No :2 BOT CHORD 2x4 SP No.2 TOP CHORD WEBS 2x4 SP N0.3 BOT CHORD REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-192(LC 6) Max Uplift 2=-450(LC 8), 7=-450(LC 8) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250, (lb) or less except when shown. TOP CHORD 2-3=-13261605, 3-4=-1031/530, 4-5=-881/511, 5-6=-1024/526,6-7=-1325/604 BOTCHORD 2-12=415/1200. 11-12=-415/1200, 10-11=-242/882, 9-10=-414/1147, 7-9=-414/1147 WEBS 3-11=-375/203, 4-11=-72/272, 5-10=-69/272, 6-10=7380/204 3x8 = 2x4 II 3x4 = in (loc) I/deft L/d PLATES GRIP 0.05 11 >959 - 240 MT20 244/190 -0.08 10-11. >999 180 0.03 1 n/a n/a Weight: 104 lb FT = 20% Structural wood sheathing directly applied or 4-11-10 oc purlins Rigid ceiling directly applied or 9-2-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered;forthis design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cal. 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 Iliad 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 450 lb uplift at joint 2 and 450 lb uplift at joint 7. `,,�II111111/1/��I PQU1 N '•'• �I No 68182 •• ,� r � r ►�' ' Z ram : S O F 411 r .. Joaquin Velez PE Nq.68182 Welk USA; Inc. FL Cert 6634 6904Parke East Blvd: Tampa FL 33610 Date: April 7,2021 ® WARNING - Vedly design parameters'and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 5/1912020 BEFORE.USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown: a4is for an individual building component, not a truss system. Before use, the building designer must verify the, applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always.required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSII-89 and BCSI Building Component Satefy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. - - - - - - - - - - - - Tampa, FL 26610 - Db Truss Truss Type Qty Ply �LOTWATERSTONE718576 E7 SPECIAL 14 T23463621 erence o tional 3uilders FirstSource, Plant City, FL. 33563 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Apr 7 08:04:46 2021 Page 1 I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-IZCUVwuVkOwm CyzgbEZVjlb4h lsgcvuSb5ixxlZTB4V I-U-U 1.4-0 1_0-0 1 Scale = 1:7.8 1-0-0 r 100 Plate Offsets (X,Y)-- 12:0-1-4,0-0-21 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate.Grip DOL 1.25 CSI. TC 0.23 DEFL. in (IDc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber bOL 1.25 BC 0.03 Vert(LL) 0.00 7 >999 240 Vert(CT) -0.00 7 >999 180.. MT20 2441190 BCLL 0.0 BCDL 10.0 Rep Stress lncr YES Code FBC2020/TP12014 WB 0.00 Matrix -MP Horz(CT). 0.00 2 n/a n/a Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lblsiie) 3=-12/Mechanical, 2=157/0-8-0 Max Horz 2=81(LC 10) Max Uplift 3=-12(LC 1), 2=-190(LC 10) Max Grav 3=58(LC 10), 2=158(LC 15) 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=15ff; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left-exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical, connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 3 and 190 lb uplift at joint 2. N W. 41 ,♦�♦OQ,QUI `'lli IV LOAD CASE(S) Standard No 68182 S OF ' OJ Joaquin Velez PE Nd.68182 Mfek USA; Inc. FL Cert 6634 6904:Parke East Blvd. Tampa'FL M616 Elite:' April 7, 2021 ®.WARNING - Verify design parameters and READ N Design valid for use only with MiTek® connector OTES OM THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev: 5I792Q20 BEFORE USE. s. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery,, erection and bracing of trusses and truss systems, see ANSI/TPI f Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. - - - - ---- — - -- - Tampa, -FL 36610 r JCrb 0 Trus 2718576 E7V Builders FirstSource (Plant City. F 2 B Truss Type Oty Ply SPECIAL 117 1 T23463627 Plant City, FL - 33567. 8.430 s Mar 22 2021'MiTek Industries, Inc. Mon Apr 5 15:53:17 2021 Page 1 ID:193QG WB BpX3jRl87ze0m7kz5?ad-PXNBs7aJQhtmgTB IYIgKRAcnUTBKjmgNDwhdTXzTjXO -7-0.0 1-4-01-4-° 7-0-0 34 Scale = 1:22.6 LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. TC DEFL. in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 1.00 BC 0.88 Vert(LL) 0.23 4-7 >354 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Vert(CT) -0.23 Horz(CT) -0.03 4-7 >356 180 3 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP n/a n/a Weight: 25 lb FT = 20% LUMBER - TOP CHORD 2x4 SP ND.1 BOT CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. REACTIONS. . (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-166(LC 10). 2=-179(LC 10) Max Grav 3=200(LC .15), 2=341(LC 15). 4=124(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 (37second 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 Exterlor(2E) zone;C-C for members and forces & MWFRS far reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied rooflive.load' shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord:and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/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 166 lb uplift at joint 3 and 179 lb uplift at joint 2. ,,,111111:11/���,, �O& I N P , i No 68182 .3 :S OF1.0 nnl , Joaquin Velez PE Nd.68182 Mrrek USA; Inc. FL dirt 6634 69040arke East Blvd. Tampa FL 33610 Date: April 7,2021 A WARNING - Ved(y design parameters and READ NOTES ON THIS AND INCLl1DED rr11TEK REFERENCE PAGE MII-7473 rev: 6/t92e20 BEFORE USE. Design valid for use only with MiTeM 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' M ITek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suile.203 Waldod, MD 20601 ANSI1TPl1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. .. Tampa: FL-36610 - ' Job • ITruss Truss Type Oty Ply LOT 51/1 WATERSTONE 2718576, H1 SPECIAL 3 1 T23463628 Job Reference (optional) Ouilders_FirstSource (Plant City, FL); : Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Man Apr 5 15:53:18 2021 Page 1 2-e-13 -1-10 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-tlxZ4TbxB?OdRdIU5TLZzO97UskUSD4XSaRB?zzTjX? 0-10-3-10 - 1-10-10 1-4-4 . 1_4_4 1 1-4-4 LOADING (psf) SPACING-. 2-0-0 .. CSI. DEFL. in (loc) Lid TCLL 20.0 Plate Grip.DOL 1.25 TC 0.27 Vert(LL) 000 7 ,I/defl >999 24 TCDL 7.0 Lumber DOL 1.25 BC 0.05 . Vert(CT) , 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr NO WE 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER- TOP CHORD 2x4 SO N 2 BRACING - Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 7 lb FT = 20% °' TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-8-0, 4=Mechanical, 3=Mechanical Max Horz 2=80(LC 8). Max Uplift 2=-292(L_C,8). 4=-26(LC 13), 3=8(LC 5) : Max Grav 2=223(1C 1); 4=35(LC 8), 3=19(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5,0psf; h=15ft; 8=45ft; L=40ft; ease=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed;, Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) . This. truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s).for truss to truss.connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 2, 26 lb uplift at joint 4 and 8 lb uplift at joint 3. ,,��OP,( UN 1 VFW �.,. , No.681:82 9 S OFlo 1'1,�nllni���� Joaquin Velez PE Nd.68182 mrrek USA, Inc. FL eirt 6634 6904 Parke East Blvd. Tampa FL 33616 Date: ADril 7.2021 . WARNING - Verify design �patameters:and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473rev: 5/1912020 BEFORE.l1SE. Design valid for use only with MiTek® connectors. This design is based only upon parameters show n; andis 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 ofindividual truss web and/or chord members only. Additional temporary and permanent bracing is alwaysrequired 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 ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 6904 Parke East Blvd. - - - - - - - Tampa, FL 36610 - - Jar) Truss Truss Type Qly Ply LOT 51/1 WATERSTONE 2718576 H7V SPECIAL T23463629 g 1 Builders FirstSource (Plant Citv. FL). Plant f:iw FI Job Reference o tional S-4-1 ID:193QG WB BpX3jRl87ze0ni7kz5?ad-LvVyHocZyl8U3nKgfAsoWbhD BGxdB b?ghEAkXPzTIIX 9-10-1 -1-10-10 1-10-10 5_4 1 4-6-0 4-6-0 Scale = 1:22.1 I mate Uffsets (X,Y)-- (2:0-1-3,Edge) LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEF.L. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 TC 0.60 V.eri(LL) 0.09 6-7 >999 240 MT20 2441190 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.12 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 6.34 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 411b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=240(LC 8) Max Uplift 4=-170(LC 8), 2=-248(LC 8), 5=-163(LC 5) ' Max Grav 4=141(LC 1), 2=439(LC 1), 5=300(LC 3) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-998/624 BOT CHORD 2-7=-689/933, 6-7=-699/932 WEBS 3-7=0/293, 3-6=-918/685 BRACING - TOP CHORD Structural wood sheathing directly applied.or 5-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. NOTES. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 ,% I I N V /r , %% PQ� �< will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. _% ,0 • �j ` G E•N $�••� ��� 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify `% •••v\ capacity of bearing surface. Nb :6.81 `82 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 lb uplift at joint 4, 248 lb uplift at ► *.; • �; joint 2 and 163 lb uplift at joint 5. 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, 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 _ •(V and 174 lb up at 7-1-10, and 50 lb' down and 174 lb up at 7-1-10 on top chord, and 23 Ib up at 1-5-12, 23 lb up at 1-5-12, 11 lb down and 7 lb up at 4-3-11. 11 lb down :• S �'F �, Z and 7 lb up at 4-3.11, and:51 lb down at 7-1-10, and 51 lb down at 7-1-10 on bottom chord. The design/selection of such �� T• .!C Q� ,� �� connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �I� SS • ...... • �� �� LOADCASE(S) Standard � //���1���%% 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uhiform Loads (plf) JOaquln VeIeTPE No.68182 Vert: 1-4=-54, 5-8=-20 Mfrgk USA, Inc. FL Cert 6634 - 6904.Parke East Blvd. Tampa FL 33610 Date: /if.Jfit r,ZUL--I ® WARNING - Vedfy design parameters and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE M11.74721 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 bracingMITek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf quality Criteria, DSB-89 and BCSI Building Component . Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 6904 Parke East Blvd. _- -- - - -- -- ---- _- Tampa. FL 36610 rlao ► Truss Truss Type Qty Fly LOT 5111 WATERSTONE 2718576 H7VSPECIAL 31 .,- T23463629 Builders FirslSource (Plant City; FL);. - - Plant City, FL - 33567, - Job Reference (optional) 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 5 15:53:19 2021 Page 2 I D:193QG WB BpX3jR187zeOm7kz5?ad-LvVyHocZyl8U3nKgfAsoWbhD B GxdBb?dhEAkXPzTjX_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=49(F=24, B=24) 12=36(F=18, B=18) 13=-99(F=-50, B=-50) 14=23(F=11, 13=11) 15=-11(F=-5, 8=-5) 16=-5.1(F=-25, B=-25) ® WARNING- Verify design:parametets and READ NOTES ON THIS AND INCLUDEDMITEK REFERENCE PAGE MII-7473rev: 5I192020BEFORE .USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ° a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of; individual truss web and/or chord members only. Additional temporary and permanent bracing 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/TP/1 Oualiry Criteria, DSB•B9 and SCSI Building_Component Safety In/omtation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - 6904 Parke Fast Blvd. 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. 01-1/1fi r For x 2 orientation, locate plates 0- "i ' 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 . ��no reaction section indicates joint number where bearings occur. Effl Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89. Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS ❑ WEBS of O U U a O: I — BOTTOM. 8 - 7 6 5--- JOINTS-ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND -THE TRUSSSTARTING AT -THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131.1, ESR-1352,:ESR1988 ER-3907, ESR-2362, ESR-1397,ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: 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, or X-bracing, is always required, See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10: Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 1.7. 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 ANSIrTPI 1 Quality Criteria. 21.The design does not lake into.accounl any dynamic or other loads other than those expressly stated.