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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENOINEERINO ASSOCIATES October 30, 2020 Building Department Ref. Lot: Subdivision: Address: Model: KA # Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams -Homes. Lot 11 B15 Ft. Pierce - Waterstone 5341 San Benedetto Pl. 1480 B LHG 20-7922 Builders First Source 10/21/20 2516663 160 C Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles -supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 10/30/2020 Carl A. Brown, P.E. FL. # 56126 BILE COPY %%J111easl '11''�� ,'INN P XB oeoe JCS •� • • • •T09'�� 87864 N 0/30/2020 �0 3Tf TE OF .�Q: FL` FDS Engineering Associates, A TSG Company "Your Building Code Experts" � b orresd ?,E.- o. Q CO Ca0 0�0 Q CQn Q ilillili�i�ll�'GClA 00. C7A�mlm= III a' 16" VA�A NIA12 1 In . . . . . . . . . IA10 in 8" Flat Typical MINA BO mill �IE'DO3 i i K = THJA26 supporting H9A's must be installed before E9A's. coxxecroR scxsDu� OTY DESORIP110N z rwA-at 0 Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed withNotatums ❑ Not Revic%md (see eapLmation) (Zonections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and spea5cations_ This r]reck is only for review of general conformance with the rnmxpt of the project and general compliance with the information given in the conti documents. The contractor is nespoasble for confirming and conflating all quantities and dimensions; selecting fabrication processes and tecbr ignes of consuuchon; coordinating his work wi$ that of all odw hades and performing his weds in a safe and satisfactory manna' FDS ENGINEERING ASSOCIATES Date: 10/30/2020 By BIR SabmittalNo.: Protect No._ 20-7922 Project Fag.: Luis To// Proje2 Name. Adams Homes - Ft. Pierce - Waterston Lot 11 BDL 5 FOR A I&D FSF eOTrOM CHORD 11 V LOAD MR LNE LOADS ROOF LCADING TOLL 07 PSF TCDL• 10 PSF BCDL• 37 PSF TOTAL, 126 PSF DURATION: FLOOR ENDING TCLL: 10 PSF TCDL' 5 PSF BCDL• 55 PSF TOTAL 1.00 PSF DURATION: IMPORTANT I This Drawing Must Be Approved And Returned Barone Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Or Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTION M DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And CEILING PITCH: 0112 TOP CHORD SIZE 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE FBC2017 BEARING HEIGHT SCHEDULE Hatch Legend G" BRG. HGT. BUILDER Adams Homes PRo.iECT: Single Family MODEL 1480 B 10X20 LANAI ADDRESS: I 5341 SAN BENEDETTO PL LOT / BLOCK: 11/5 SUBDIVISION: WATERSTONE ClTY: FORT PIERCE D WN BY: K SANCHEZ ' B # : 2516663 DATE 10121l2020 SCALE: NTS PLAN DATE: 2020 REVISIONS: 1. 2. 3. 4. ! FirstSour+ce 4408 Airport Road Plant City, FL 33863 Ph.(813) 305.1300 Fax(813) 305.1301 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 2516663 - LOT 11/5 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2516663 Model: 1480 �ao jol-L3�h1A01-4115 Lot/Block: 11/5 Subdivision: WATERSTONE Address: 5341 SAN BENEDETTO PLACE,. City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 36 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T21654272 A01 10/21/20 2 T21654273 A02 10/21/20 3 T21654274 A03 10/21/20 4 T21654275 A04 10/21/20 5 T21654276 A05 10/21/20 6 T21654277 A06 10/21/20 7 T21654278 A07 10/21/20 8 T21654279 A08 10/21/20 9 T21654280 A09 10/21/20 10 T21654281. A10 10/21/20 11 T21654282 All 10/21/20 12 T21654283 Al2 10/21/20 13 T21654284 A13 10/21/20 14 T21654285 A14 10/21/20 15 T21654286 A15 10/21/20 16 T21654287 B03 10/21/20 17 T21654288 B04 10/21/20 18 T21654289 B05 10/21/20 19 T21654290 CIA 10/21/20 20 T21654291 C1P 10/21/20 21 T21654292 C3A 10/21/20 22 T21654293 C3P 10/21/20 No. Seal# Truss Name Date 23 T21654294 C5A 10/21/20 24 T21654295 C7A 10/21/20 25 T21654296 D02 10/21/20 26 T21654297 D03 10/21/20 27 T21654298 D04 10/21/20 28 T21654299 E4 10/21/20 29 T21654300 E5P 10/21/20 30 T21654301 E9A 10/21/20 31 T21654302 EJ8A 10/21/20 32 T21654303 1-15P 10/21/20 33 T21654304 1-19A 10/21/20 34 T21654305 P03 10/21/20 35 T21654306 PO4 10/21/20 36 T21654307 P05 10/21/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification 1 _i that the engineer named is licensed in the jurisdiction(s) identified and that the L designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter2. October 21,2020 Velez, Joaquin 1 of 1 Job Truss Truss Type Qly Ply LOT 1115 WATERSTONE T21654272 2516663 A01 SPECIALTRUSS 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:04 2020 Page 1 ID:wOY7Lyl SwnFGv7x93—gXGezJF5?-6ZbpuxYgNlj6TP_7Rzet4lliQGgPhX1 NExMKsVyR9az 1-4-0 5-11-1 8-8-0 12-11-0 19-6-0 26-1-0 30-4-0 33-0-15 39-0-0 1 4-0 5-11-1 2-8-15 4-3-0 6-7-0 6-7-0 4-3-0 2-8-15 5-11-1 4-0 t+l j 3x10 = 3.00 12 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 FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP M 31 'Except- 16-18,14-16: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=385(LC 9) Max Uplift 2=-785(LC 10), 12=-785(LC 10) Max Grav 2=1515(LC 1), 12=1515(LC 1) 6.00 12 5x6 = 22-4-2 Scale=1:70.4 3x10 zzz CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TC 0.96 Vert(LL) 0.61 14-15 >766 240 MT20 2441190 BC 0.91 Vert(CT) -0.9614-15 >490 180 MT20HS 187/143 WB 1.00 Horz(CT) 0.56 12 n/a n/a Matrix-MSH Weight: 202 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-4 oc bracing. WEBS 1 Row at micipt 7-15, 7-17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4788/3735, 3-4=-4567/3501, 4-6=-4583/3655, 6-7=-2486/2111, 7-8=-2486/2111, 8-10=-4583/3655, 10-11=-4567/3501, 11-12=-4788/3735 BOT CHORD 2-18=-3186/4590, 17-18=-1804/2907, 15-17=-889/1845, 14-15=-1804/2778, 12-14=-3186/4321 WEBS 7-15=-768/1032, 8-15=-1015/1019, 8-14=-1423/1897, 10-14=-190/276, 11-14=-192/338, 7-17=-768/1088, 6-17=-107811019, 6-18=-1423/2017, 4-18=-196/276, 3-18=-173/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=785,12=785. October 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1115WATERSTONET21654273 ]LOT 2516663 A02 HIP TRUSS 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:05 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-al9B5HY188rz5ZZK g96dzlu4g9YQ2KXTb6tOxyR9ay 1-4-0 5-11-1 8-8-0 12-11-0 18-4-0 20-8-0 26-1-0 30-4-0 33-0-15 39-0-0 0-4-0 4-0 5-11-1 2-8-15 4-3-0 5-5-0 2 4-0 5-5-0 4-3-0 2-8-15 5-11-1 4-0 Scale=1:73.8 6.00 12 5x6 = 5x6 = 5x8 3.00 12 5x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.96 BC 0.98 WB 0.74 Matrix-MSH DEFL, in (loc) I/deft Ud Vert(LL) 0.63 17-18 >745 240 Vert(CT) -1.10 17-18 >426 180 Horz(CT) 0.58 13 n/a n/a PLATES MT20 MT20HS Weight: 206 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-5,10-14: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 6-18, 6-17, 9-16, 9-15 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=364(LC 9) Max Uplift 2=-785(LC 10), 13=-785(LC 10) Max Grav 2=1515(LC 1), 13=1515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4781/3695, 3-4=-4577/3477, 4-6=-4605/3648, 6-7=-2256/1881, 7-8=-1966/1780, 8-9=-2273/1895, 9-11=-4604/3648, 11-12=-4576/3477, 12-13=-4781/3696 BOT CHORD 2-18=-3149/4448, 17-18=-1773/2759, 16-17=-977/1966, 15-16=-1773/2759, 13-15=-3149/4312 WEBS 3-18=-156/319, 4-18=-217/311, 6-18=-1445/2048, 6-17=-114011039, 7-17=-597/789, 8-16=-605/793, 9-16=-1068/1034, 9-15=-1445/1945, 11-15=-213/311, 12-15=-176/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 13 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 at joint(s) except (jt=lb) 2=785, 13=785. October 21,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M �Tek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 b Truss Truss Type Qty PlyILOT 1115 WATERSTONE �20516663 �A03 T21654274 HIP TRUSS 1 Reference o tional ounueia ruawuw cc tr-lain i y, r�l, Warn Illy, r, - aouor, o.4Zu s uct u zuzu mi I eK Inaustrles, Inc. We0 Vct 21 14:45.U5 202U Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-2xiZJdZwvVzgij8WYOgL9Ag4x3Vx9U_ghFrRwNyR9ax 1 4-0 5-11-1 8-8-0 1 16-4-0 22-8-0 30-4-0 33-0-15 39-0-0 0-4 0 -4-0 5-11-1 2-8-15 7-8-0 6-4-0 7-8-0 2-8-15 5-11-1 -4-0 6.00 12 5x6 = 5x6 = 5 6 6x12 MT20HS ;7� MT20HS 2x4 � 2x4 3 8 ST1.5x8 STP = <I 1 0 5x8 % 3.00 12 Scale=1:73.8 ST1.5x8 STP = 15 14 13 12 11 O 0 6x12 MT20HS = 4x4 = 4x4 = 9 10 Ie 4x6 _ — 6x12 MT20HS = o 5x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.96 BC 0.97 WB 0.78 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.91 14-15 >515 240 -1.34 14-15 >350 180 0.58 9 n/a n/a PLATES MT20 MT20HS Weight: 187 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except* WEBS 1 Row at midpt 4-14, 7-12 13-15,11-13: 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=-327(LC 8) Max Uplift 2=-785(LC 10), 9=-785(LC 10) Max Grav 2=1515(LC 1). 9=1515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4932/3609, 3-4=-4852/3538, 4-5=-2577/2010, 5-6=-2234/1933, 6-7=-2577/2010, 7-8=-4635/3538,8-9=-4745/3609 BOT CHORD 2-15=-3065/4685, 14-15=-2840/4529, 12-14=-1208/2362, 11-12=-2840/4130, 9-11=-3065/4276 WEBS 4-15=-670/1274, 4-14=-2289/1719, 5-14=-448/801, 6-12=-448/827, 7-12=-2150/1719, 7-11=-670/1171 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=785, 9=785. October 21,2020 ®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 MTeW connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Trss Truss Type Oty Ply LOT 11/5 WATERSTONE �A(u1 T21654275 2516663 HIP TRUSS 1 1 Job- 0.44U a vu a LULU Iwl I Cx IIIUUSlr1U6, I11U. VVUU UOI Z-I-Iv:vO:Uf ZUZU rage 1 ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-W8GxWzaYgo5hKtji65CaiONFoTruul lgwvb_SgyR9aw 1-0-0 5-11-1 1-1-0 14-4-0 19-5-0 24-8-0 30-4-0 33-0-15 39-0-0 0-4-0 -4-0 5-11-1 2-8-15 5-8-0 5-2-0 5-2-0 5-8-0 2-8-15 5-11-1. -4-0 ST1.5x8 STP = m � 1 0 6.00 12 5x6 = 3x4 = 5x6 = 5 6 7 5x8 i 5x8 4 8 2x4 2x4 3 9 ST1.5x8 STP = 5x8 % 3.00 12 16 15 23 14 13 12 6x12 MT20HS = 3x10 = 3x8 MT20HS = 3x10 = 6x12 MT20HS 5x8 Scale=1:73.8 10 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.95 BC 0.99 WB 0.43 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Lid 0.59 15-16 >793 240 -1.06 13-15 >442 180 0.59 10 n/a n/a PLATES MT20 MT20HS Weight: 199 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc purlins. 1-4,8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 4-15, 8-13 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=290(LC 9) Max Uplift 2=-785(LC 10), 10=-785(LC 10) Max Grav 2=1515(LC 1), 10=1515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4751/3590, 3-4=-4594/3443, 4-5=-2889/2202, 5-6=-2545/2079, 6-7=-2545/2079, 7-8=-2889/2202, 8-9=-4594/3443, 9-10=-4751/3590 BOT CHORD 2-16=-3051/4453, 15-16=-2724/4197, 13-15=-1599/2688, 12-13=-2724/4076, 10-12=-3051/4283 WEBS 4-16=-713/1162, 4-15=-1778/1419, 5-15=-644/992, 6-15=-364/239, 6-13=-364/239, 7-13=-644/992, 8-13=-1690/1419, 8-12=-713/1120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSIITPI 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 at joint(s) except (jt=lb) 2=785, 10=785. October 21,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mi-rek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type city Ply LOT 11/5 WATERSTONE T21654276 2516663 A05 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:08 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-_KgJkJbAR6DYy01vgpjpEbwQjtB2dOoz9ZKY?GyR9av 1-4-0 5-11-1 8-8-0 12-4-0 19-6-0 26-8-0 32-7-4 39-0-0 0-4-0 -4-0 5-11-1 2-8-15 3-8-0 7-2-0 7-2-0 5-11-4 6-4-13 -4-0 0 5x8 = 2x4 II 5x8 = 0 25 b 26 7 lb 14 -- 12 11 5x8 % 3.00 12 2x4 II LOADING (psi) 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 FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-18: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-253(LC 8) - Max Uplift 2=-786(LC 10), 9=-786(LC 10) Max Grav 2=1512(LC 1), 9=1514(LC 1) 2x4 II 3x6 = 4x12 = 2x4 II 19-6-0 3x6 = Scale = 1:72.4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.94 Vert(LL) 0.5014-15 >930 240 MT20 244/190 BC 0.99 Vert(CT) -0.78 14-15 >597 180 WB 0.76 Horz(CT) 0.41 9 n/a n/a Matrix-MSH Weight: 225 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at micipt 16-17 WEBS 1 Row at midpt 12-16, 7-16 JOINTS 1 Brace at Jt(s): 16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4753/3567, 3-4=-4550/3355, 4-5=-3238/2483, 5-6=-3385/2662, 6-7=-3387/2671, 7-8=-2279/1839, 8-9=-2785/2130 BOT CHORD 2-18=-3032/4286, 17-18=-2598/3995, 16-17=-1739/2883, 11-12=-1685/2436, 9-11=-168512436 WEBS 3-18=-154/310, 4-18=-722/1157, 4-17=-1408/1059, 5-16=-417/733, 14-16=0/314, 6-16=-443/517, 12-16=-1203/1993, 8-12=-596/581, 5-17=-568/886, 7-16=-1079/1644 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=786, 9=786. October 21,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1115 WATERSTONE T21654277 2516663 A06 HIP TRUSS 1 1 Job Reference (optional) t1Dllaers mrstbource IPlant tarty, rL), Plant City, t-L - 3sbb/, e.4zu s uct u zuzu mi I eK Inousines, Inc. vveo uct z1 14:4b:uy'Luzu rage 1 ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-TWOixeboCQLOZAl5DW E2npSbtHXKMre6OC45XiyR9au 1-4-0 5-11-1 8-8-0 10-4-0 12-8-0 17-4-0 24-2-2 28-8-0 32-7.4 3:94% 0-4-0 -4-0 5-11-1 2-8-15 1-8-0 2-4-0 4-8-0 6-10-1 4-5-14 3-11-4 6-4-12 -4-0 5x6 = 2x4 II 5x6 = 3x4 = 5x6 = 4 5 25 6 7 26 8 16 - 13 12 2x4 II 8x12 = 46 = 3x8 = 2x4 II 3x6 = 3x10 3.00 12 Scale = 1:72.4 ro IrrII9 0 Ico IN 11 vo ll 8-8-0 10-4-0 12-8-0 20-7-0 28-8-0 32-7-4 39-0-0 8-8-0 '1-8-0 2-4-0 7-11-0 8-1-0 3-11-4 6-4-12 Plate Offsets (X,Y)— [2:0-0-10,Edge], [4:0-3-8,0-2-4], [6:0-3-0,0-3-0], [8:0-3-0,0-2-0], [17:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.52 17 >904 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.8315-16 >564 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 213 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins. 4-6,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 15-17 2-18: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except' 15-17: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=216(LC 9) Max Uplift 2=-786(LC 10), 10=-785(LC 10) Max Grav 2=1513(LC 1), 10=1514(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4793/3576, 3-4=-4501/3251, 4-5=-3784/2880, 5-6=-3762/2868, 6-7=-2670/2161, 7-8=-2121/1788, 8-9=-2407/1923, 9-10=-2772/2094 BOT CHORD 2-18=-3045/4329, 17-18=-2105/3382, 13-15=-1654/2550, 12-13=-1646/2421, 10-1 2=-1 646/2421 WEBS 3-18=-281/471, 4-18=-862/1333, 4-17=-509/796, 15-17=-2101/3197, 6-17=-372/781, 6-15=-901/737, 7-15=-31/289, 7-13=-743/555, 8-13=-656/888, 9-13=-467/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=786,10=785. October 21,2020 ® 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 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 M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1115 WATERSTONE T21654278 2516663 A07 HIP TRUSS 1 1 Job Reference o tional Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:10 2020 Page 1 1-44-0 55--77--88 28 I D:w0Y7Lyl SwnFGv7x93_gXGezJ F5?-xjy48_cRzj1TFBKRHnEI HK-O-?mLhsZ5FGG-c-0spe38yR9at 8-3 4-740 30-M 33:10 9-010 -40 3-0 255 0445-8-16-2-2- 6.00 12 5x8 6x12 MT20HS 2x4 11 6x8 = 24 5 25 6 3x4 = 7 26 5x6 = 27 8 tb 14 13 12 3.00 12 4x4 11 8x12 = 4x6 = 3x8 = 3x6 = Scale = 1:72.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.75 5 >622 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.99 Vert(CT) -1.09 14-15 >428 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.47 10 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 205 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc purlins. 4-6,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 14-16, 7-12 5-15: 2x4 SP No.3, 10-13: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 14-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-179(LC 8) Max Uplift 2=-785(LC 10), 10=-785(LC 10) Max Grav 2=1515(LC 1),10=1515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4753/3480, 3-4=-4579/3259, 4-5=-5522/4059, 5-6=-5436/4012, 6-7=-3299/2553, 7-8=-2298/1843, 8-9=-2579/1975, 9-1 0=-2781/21 19 BOT CHORD 2-17=-2955/4285, 16-17=-2673/4260, 5-16=-253/311, 12-14=-2102/3122, 10-12=-1690/2453 WEBS 3-17=-144/303, 4-17=-710/1168, 4-16=-1096/1497, 14-16=-2665/3882, 6-16=-987/1588, 6-14=-1132/929, 7-14=-66/365, 7-12=-1074/822, 8-12=-602/908, 9-12=-275/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=785, 10=785. October 21,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv.5119l2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parametersshown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdca0on, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Truss Truss Type 11/5 WATERSTONET21654279 �205'16663 �A08 �Qty__JP71yLOT Hip Truss 1 Reference (optional) ouu,.oia nmo�u, �c tnai a —1y, —h n 1 a i y, 11 - 0000r, o.9Gu s UCt u /uzu mi I eK Inausines, Inc. We0 uct 21 14:45:11 2U2U Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-PvWSMKd3klc6pUOTLxGWsEX?F4Hxgn_PrWZCbbyR9as 1-4-0 6-4-0 8-8-0 12-6-0 12 -0 19-3-7 25-10-13 32-8-0 39-0-0 0-4-0 -4-0 6-4-0 2-4-0 3-10-0 6-7-7 6-7-7 6-9-3 6-0-0 -4-0 5x6 = 6.00 12 3 ST1.5x8 STP = rr 2 1 3x6 % 3.00 12 3x4 = 2x4 II 5x6 = 3x4 = 5x8 4 24 5 25 6 267 27 8 16 ST1.5x8 S 17 5x 5x6 ty 15 14 13 12 6x8 = 3x4 = 3x6 = 3x4 = 11 2x4 11 3x6 = Scale = 1:72.4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS1. TC 0.66 BC 0.66 WE. 0.60 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Lid -0.15 17-20 >981 240 -0.33 17-20 >462 180 0.04 9 rile n/a PLATES GRIP MT20 244/190 Weight: 183 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15 REACTIONS. (size) 2=0-8-0, 15=0-4-0, 9=0-8-0 Max Horz 2=142(LC 9) Max Uplift 2=-342(LC 10), 15=-656(LC 10), 9=572(LC 10) Max Grav 2=513(LC 19), 15=1484(LC 1), 9=1033(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-858/692, 3-4=-836/685, 5-6=-35/279, 6-7=-1477/1330, 7-8=-2006/1689, 8-9=-1716/1291 BOT CHORD 2-17=-409/820, 16-17=-345/842, 14-15=-993/1459, 12-14=-1357/2006, 11-12=-920/1481, 9-11=-922/1474 WEBS 4-17=-64/287, 4-16=-1025/509, 6-15=-1694/1169, 6-14=-101/478, 7-14=-590/399, 7-12=-165/282, 8-12=-484/676, 8-11=0/281, 15-16=-677/528, 5-16=-346/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 2 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=1b) 2=342, 15=656, 9=572. October 21,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 11.5/19l2020 BEFORE USE. Design valid for use only with MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing T ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/5 WATERSTONE T21654280 2516663 A09 Hip Truss 1 1 Job Reference (optional) t3utlaers Flrst50ufce (Plant L;ay, t-L), F ant Glty, rL - JJbbt, 6.4ZU S Uac S ZUZU MI I eK inaustrles, Inc. vvea uct zl 14:4o:12. ZUZu rage 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-t54gZgehVLkzQebguenlPR47FUfWZEuZ4A1181yR9ar 1-4-0 4-4-0 10-5-6 16-5-1 22-6-15 28-6-10 34-8-0 39-0-0 0-4-0 -4-06-1-6 5-11-11 6-1-13 5-11-11 6 Scale = 1:71.0 5x8 = 6.00 12 3 25 3x4 = 5x8 = 5x8 = 3x4 = 5x8 = 4 2627 28 5 29 30 6 31 7 32 8 18 17 16 33 34 1535 36 14 13 12 11 3x6 = 2x4 11 3x4 = 3x6 = 6x8 = 3x4 = 3x6 = 3x4 = 2x4 11 3x6 4-4-0 8-2-11 10-5-6 16-0-0 16 5 1 22-6-15 28-6-10 34-8-0 39-0-0 4-4-0 3-10-11 2-2-12 5-6-10 0- - 6-1-13 5-11-11 6-1-6 4-4-0 Plate Offsets (X,Y)—[3:0-6-0,0-2-81,[5:0-4-0,0-3-01,[6:0-3-4,0-3-01,[8:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.13 12-14 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.57 Vert(CT) -0.20 12-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 184 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15. 6-15 REACTIONS. (size) 2=0-8-0, 15=7-4-0, 9=0-8-0 Max Hors 2=105(LC 7) Max Uplift 2=-325(LC 8), 15=-1239(LC 8), 9=-442(LC 8) Max Grav 2=518(LC 17), 15=1931(LC 1), 9=785(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-697/320, 3-4=358/354, 4-5=-517/1164, 5-6=-535/1183, 6-7=-849/484, 7-8=-1605/818,8-9=-1280/582 BOT CHORD 2-18=-168/586, 17-18=-164/594, 15-17=-250/358, 14-15=-315/865, 12-14=-646/1605, 11 -1 2=-390/1113, 9-11 =-393/1106 WEBS 3-17=-380/40, 4-17=0/323, 4-15=-1605/862, 5-15=-447/434, 6-15=-2161/1084, 6-14=-78/449, 7-14=-812/357, 8-12=-273/584 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=325,15=1239,9=442. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 107 lb up at 13-0-12, 31 lb down and 107 lb up at 15-0-4, and 31 lb down and 107 lb up at 16-11-12, and 31 lb down and 107 lb up at 18-11-4 on top chord, and 25 lb down and 71 lb up at 13-0-12, 25 lb down and 71 lb up at 15-0-4, and 25 lb down and 71 lb up at 16-11-12, and 25 lb down and 71 lb up at 18-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 19-22=-20 Continued on page 2 October 21,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE. OFDesign valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek_ Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply �LOTIIMWATERSTONE T21654280 2516663 A09 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:13 2020 Page 2 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-LHeCnOfJGesg2oAsSMI xfdl?u?klh8ilg2lgTyR9aq LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 26=-31(F) 28=-31(F) 29=-31(F) 30=-31(F) 33=-18(F) 34=-18(F) 35=-18(F) 36=-18(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MFTEK 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 ANS11TPl1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 11/5 WATERSTONET21654281 TT' 2516663 Hip Truss 1 1 Job Reference (optional) stbource (Fiant City, FL), riant City, t-L - 3355i, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:14 2020 Page 1 ID wOY7Ly1SwnFGv7x93_gXGezJF5?-pUBb_Mfxly_hgxl203gDUs9RmlEd13XrXUnsCwyR9ap 1-4-0 5-11-1 8-8-0 12-11-0 18-8-0 0-0-026-1-0 30-0-0 33-00 5 39-0-0 0-4-0 -0 5-11-1 2-8-15 4-3-0 5-9-0 1-8-0 5-9-0 4-3-0 2-8-15 5-11-1 - 6.00 12 5x6 = 5x6 = 6 7 5x8 % 3.00 12 5x8 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 FBC2017lfP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-5,8-12: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-370(LC 8) Max Uplift 2=-785(LC 10), 11=-785(LC 10) Max Grav 2=1515(LC 1), 11=1515(LC 1) Scale = 1:73.8 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.97 Vert(LL) 0.6215-16 >750 240 MT20 244/190 BC 0.98 Vert(CT) A.10 15-16 >425 180 MT20HS 1871143 WB 0.94 Horz(CT) 0.58 11 n/a n/a Matrix-MSH Weight: 207 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at micipt 5-15, 8-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4784/3707, 3-4=-4573/3475, 4-5=-4585/3613, 5-6=-2227/1848, 6-7=-1931/1764, 7-8=-2243/1861, 8-9=-4584/3613, 9-10=-4572/3475, 10-11=-4784/3707 BOT CHORD 2-16=-3160/4455, 15-16=-1872/2869, 14-15=-948/1931, 13-14=-1871/2857, 11-13=-3160/4315 WEBS 3-16=-166/336, 5-16=-1330/1942, 5-15=-1235/1127, 6-15=-574/768, 7-14=-582/771, 8-14=-1155/1122, 8-13=-1330/1851, 10-13=-187/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSIITPI 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 at joint(s) except Qt=lb) 2=785, 11=785. October 21,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1"P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 11/5 WATERSTONE T21654282 2516663 All Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:15 2020 Page 1 ID:wOY7Ly1 SwnFGv7x93_gXGezJF5?-HglzCigZoG6YH5KFanLSl4idflZcmX5?m8XPkMyR9ao 11-4-0 5-11-1 8-8-0 16-8-0 22-41 _30_-0-0 33-0-15 39-0-0 40-4 i-4-0 5-11-1 2-8-15 8-0-0 5-8-0 " 0 2-8-15 5-11-1 -4-0 Scale = 1:73.8 5x6 = = 6.00 15x62 - 5x8 % 3.00 12 5x8 Plate Offsets (X,Y)— [2:0-2-7,Edge], [5:0-3-8,0-2-4], [6:0-3-8,0-2-4], [9:0-2-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.87 11-12 >539 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -1.34 11-12 >349 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.60 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc pudins. 5-6: 2x4 SP No.2, 147-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 4-14, 7-12 13-15: 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=-333(LC 8) Max Uplift 2=-785(LC 10), 9=-785(LC 10) Max Grav 2=1515(LC 1), 9=1515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4895/3613, 3-4=-4821/3553, 4-5=-2531/1978, 5-6=-2187/1908, 6-7=-2530/1977, 7-8=-4642/3553, 8-9=-4746/3614 BOT CHORD 2-15=-3068/4659, 14-15=-2857/4508, 12-14=-1171/2289, 11-12=-2857/4137, 9-11=-3069/4277 WEBS 4-15=-665/1268, 4-14=-2333/1770, 5-14=-445/774, 6-12=-445/797, 7-12=-2184/1770, 7-11=666/1160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/rPI 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 at joint(s) except Qt=lb) 2=785, 9=785. October 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1115 WATERSTONE T21654283 2516663 Al2 Hip Truss 1 1 Job Reference c tional nuuaers rlrscaource Irian Olry, r-Lj, mant L'Ily, rL - aaabr, o.'#ZU 5 Uci u LULU mi I eK Inaustrles, Inc. VVeO UCT ZI 14:40:1 b ZUZu rage 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-IsJLP2hBZZEPvFvR7UshZHFoV5v1V4N8?oGzHoyR9an 1-4-0 5-11-1 8-8-0 14-8-0 19-M 24-0-0 30-0-0 33-0-15 39-M 0-0-0 -4-0 5-11-1 2-8-15 6-0-0 4-10-0 4.10-0 6-0-0 2-8-15 5-11-1 -4-0 Scale = 1:73.8 6.00 12 5x6 = 5x6 = 3x4 = 5 6 7 5x8 i 5x8 4 8 r7 2x4 � 2x4 c? 3 9 ST1.5x8 STP = ST1.5x8 STP = 2 16 15 23 14 24 13 12 O 4 10 c� N 0 1 6x12 MT20HS = 3x10 = 4x6 = 3x10 = 6x12 MT20HS = 11 Io 5x8 3.00 12 5x8 zz 8-8-0 1411 . 24-4-0 30.4-0 39-M 8-8-0 6-0-0 ' 9-8-0 6-0-0 8-8-0 Plate Offsets (X,Y)— [2:0-2-7,Edge], [4:0-3-12,0-3-0], [5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-3-12,0-3-0], [10:0-2-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.59 15-16 >791 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.99 13-15 >472 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.60 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins. 1-4,8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 4-15, 8-13 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=296(LC 9) Max Uplift 2=-785(LC 10), 10=-785(LC 10) Max Grav 2=1515(LC 1), 10=1515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4750/3594, 3-4=-4601/3459, 4-5=-2830/2168, 5-6=-2487/2052, 6-7=-2487/2052, 7-8=-2830/2168, 8-9=-4601/3459, 9-10=-4750/3594 BOT CHORD 2-16=-3054/4464, 15-16=-2743/4219, 13-15=-1527/2604, 12-13=-2743/4085, 10-12=-3054/4282 WEBS 4-16=-706/1172, 4-15=-1844/1469, 5-15=-621/959, 6-15=-338/204, 6-13=-338/204, 7-13=-621/959, 8-13=-1747/1469, 8-12=-706/1125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/fPI 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 at joint(s) except Qt=lb) 2=785, 10=785. October 21,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rek® 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 WeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdoation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Duality Criteria, DSE-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21654284 2516663 A13 Hip Truss 1 1 �LOT1115WATERSTONE Job Reference (optional) —lucra III --ur— tnmu _'y, "l, 11.1 IL 1ILY, rL -a000 r, 5-11-1 ST1.5x8 STP = 0 5x8 % 3.00 12 6x12 MT20HS = 12-8-0 o.,#zu 5 uct a LULU MI 1 eK 11-6 264-0 304-C 6-10-0 6-10-0 4-0-0 6x12 MT20HS = 2x4 11 5 22 6 23 7 3x8 = Inc. we0 uct 21 14:4b:17 2U2U Page 1 Scale = 1:72.4 T m ST1.5x8 STP = � o \10 Im w 11 0 5x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde6 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.66 12-14 >713 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.16 12-14 >402 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.58 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 193 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD 5-7: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.1 'Except* 13-15: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 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=-259(LC 8) Max Uplift 2=-785(LC 10), 10=-785(LC 10) Max Grav 2=1515(LC 1), 10=1515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4781/3570, 3-4=-4578/3354, 4-5=-4630/3546, 5-6=-3313/2566, 6-7=-3313/2566, 7-8=-4634/3548, 8-9=-4582/3356, 9-10=-4783/3571 BOT CHORD 2-15=-3035/4320, 14-15=-1689/2785, 12-14=-1689/2786, 10-12=-3036/4318 WEBS 3-15=-153/315, 4-15=-261/354, 5-15=-1442/2013, 5-14=-352/780, 6-14=-418/494, 7-14=-352/779, 7-12=-1444/1956, 8-12=-257/354, 9-12=-166/315 Structural wood sheathing directly applied. 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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=785, 10=785. October 21,2020 ®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 propedy Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS)ITF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satetylnfbrmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1115 WATERSTONE �A14 T21654285 2516663 Hip Truss 1 1 Job Reference o tional .-1-1— t. ­ "..r. 1 ,a,,r ,ry, . � - ­." o.9cu s UG1 a LULU rvli i ex mausines, Inc. vve0 Uct 21 14:4b:16 2UZU Page 1 ID:wOY7Lyl SwnFGv7x93_gXGezJF57-iFRSqjiS4BU78Z3gFvu9eiK81vbSzyhRS613LhyR9al 14-0 5-114 8-8-0 10- -O 15-11-6 23-0-10 284-0 304-0 33-0-12 39-0-0 04-0 -4-0 5-114 2-8-12 2-0-0 5-3-6 5-3-6 2-0-0 2-8-12 5-114 4-0 6x12 MT20HS = 6x12 MT20HS = 2x4 11 5x8 = 6.00 12 2x4 II 5 24 6 7 25 8 2x4 II 4 9 2x4 3 ST1.5x8 STP = 2 17 16 15 14 13 M yf 1 6x12 MT20HS = 3x10 = 3x12 MT20HS — 3x4 = 6x12 MT20HS = 5x8 = 3.00 12 Scale = 1:72.4 2x4 M 10 cp M ST1.5x8 STP = 0 0 11 M N 12 Io 5x8 ZZ LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.93 BC 0.99 WB 0.61 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.75 14-16 >625 240 -1.09 14-16 >430 180 0.64 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 193 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc puriins. 5-7,7-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=222(LC 9) Max Uplift 2=-785(LC 10), 11=-785(LC 10) Max Grav 2=1515(LC 1), 11=1515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4775/3535, 3-4=-4566/3304, 4-5=-4593/3439, 5-6=-4072/3082, 6-7=-4072/3082, 7-8=-4059/3068, 8-9=-4590/3435, 9-10=-4565/3304, 10-11=-4775/3535 BOT CHORD 2-17=-3004/4308, 16-17=-2026/3276, 14-16=-2612/4098, 13-14=-2029/3278, 11-13=-3004/4308 WEBS 3-17=-171/336, 4-17=-199/255, 5-17=-1138/1610, 5-16=-658/1052, 6-16=-343/409, 7-14=-405/414, 8-14=-637/1034, 8-13=-1130/1583, 10-13=-184/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=785, 11=785. October 21,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid far use only with MTeW connectors. This design is based only upon parametersshown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1"Pl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/5 WATERSTONE T21654286 2516663 A15 HIP TRUSS 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:21 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-6g6ESIIKN6sh?OnOw1SsGLyeG6hFAHYt84_kyOyR9ai 1-4-0 4-2-15 8-8-0 14-9-12 19-6-0 24-2-4 30-4-0 34-9-1 39-0-0 0-4-0 -4-0 4-2-15 4-5-1 6-1-12 4-8-4 4-8-4 6-1-12 4-5-1 4-2-15 -4-0 3x10 6x8 = 3x4 = 5x6 = 6.00 12 4 25 26 27 28 5 29 30 6 31 32 3x4 = 6x8 = 7 33 34 35 36 8 2x4 11 2x4 11 3.00 12 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 FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 'Except' 15-17,13-15: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-185(LC 6) Max Uplift 2=-2319(LC 8), 10=-2343(LC 8) Max Grav 2=3786(LC 1), 10=3786(LC 1) Scale = 1:72A ST1.5x8 STP = 0 4 10 11 I"r w 0 3x10 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.95 Vert(LL) 1.1514-16 >407 240 MT20 244/190 BC 0.66 Vert(CT)-1.3614-16 >345 180 MT20HS 187/143 WB 0.73 Horz(CT) 0.63 10 nla n/a Matrix-MSH Weight: 611 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12571/7445, 3-4=-13884/8326, 4-5=-12401/7518, 5-6=-16943110325, 6-7=-16947/10366, 7-8=-1240317604, 8-9=-13886/8423, 9-1 0=-1 2573/7530 BOT CHORD 2-18=-6598111318, 17-18=6692/11472, 16-17=-10039116947, 14-16=10427117351, 13-14=-10079/16952, 12-13=-6769/11473, 10-12=-6674/11320 WEBS 3-18=-5451426, 3-17=-1169/1322, 4-17=-3349/5711, 5-17=-4872/3011, 5-16=-627/1301, 6-16=-455/472, 6-14=-450/389, 7-14=-609/1302, 7-13=-4874/2962, 8-13=-3350/5712, 9-13=-124711322, 9-12=-545/430 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc, Except member 17-4 2x4 -1 row at 0-6-0 cc, member 13-8 2x4 -1 row at 0-6-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=2319,10=2343. Continued on page 2 October 21,2020 ® WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/5 WATERSTONE T21654286 2516663 A15 HIP TRUSS 1 Job Reference (optional) o—uers nraiouurce main i Ry, rL/, ndin �ny, rL-aaoor, dAZU s Uct 9 2UZU MiTek Industries, Inc. Wed Oct 21 14:45:21 2020 Page 2 NOTES- ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-6g6ESIIIW6sh?OnOw1SsGLyeG6hFAHYt84_kyOyR9ai 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 133 lb up at 10-8-12, 62 lb down and 133 lb up at 12-8-12, 62 lb down and 133 lb up at 14-8-12, 62 lb down and 133 lb up at 16-8-12, 62 lb down and 133 lb up at 18-8-12, 62 lb down and 133 lb up at 20-3-4, 62 lb down and 133 lb up at 22-3-4, 62 lb down and 133 lb up at 24-3-4, 62 lb down and 133 lb up at 26-3-4, 62 lb down and 133 lb up at 28-3-4, and 62 lb down and 133 lb up at 30-4-0, and 65 lb down and 29 lb up at 8-8-0 on top chord, and 1016 lb down and 661 lb up at 8-8-0, 177 lb down and 109 lb up at 10-8-12, 177 lb down and 109 lb up at 12-8-12, 177 lb down and 109 lb up at 14-8-12, 177 lb down and 109 lb up at 16-8-12, 177 lb down and 109 lb up at 18-8-12, 177 lb down and 109 lb up at 20-3-4, 177 lb down and 109 lb up at 22-3-4, 177 lb down and 109 lb up at 24-3-4, 177 lb down and 109 lb up at 26-3-4, and 177 lb down and 109 lb up at 28-3-4, and 1016 lb down and 661 lb up at 30-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-54, 8-11=-54, 17-19=-20, 13-17=-20, 13-22=-20 Concentrated Loads (lb) Vert: 4=-62(F) 8=-62(F) 17=-1016(F) 15=-177(F) 13=-1016(F) 5=-62(F) 16=-177(F) 14=-177(F) 7=-62(F) 26=-62(F) 27=-62(F) 29=-62(F) 30=-62(F) 31=-62(F) 32=-62(F) 34=-62(F) 35=-62(F) 37=-177(F) 38=-177(F) 39=-177(F) 40=-177(F) 41=-177(F) 42=-177(F) 43=-177(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 MiTeW 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11Tpll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/5 WATERSTONE T21654287 2516663 B03 Common Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:22 2020 Page 1 ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-aOgcg5ly8P_YdAMbUIz5pYVwGWzLvsdl NkjHUSyR9ah 5-8-0 10-0-0 14-4-0 20-0-0 21-4-0 ' 5-8-0 ' 4-4-0 ' 4-4-0 5-8-0 1-4-0 Scale = 1:36.3 4x4 = Io 44 = 5x8 = 4x4 = 20-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.16 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.35 7-10 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=-204(LC 8) Max Uplift 1=-348(LC 10), 5=-454(LC 10) Max Grav .1=738(LC 1), 5=814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1224/1043, 2-3=-9351798, 3-4=-934/796, 4-5=-1218/1026 BOT CHORD 1-7=-732/1097, 5-7=-710/1063 WEBS 3-7=-435/589, 4-7=-387/475, 2-7=-396/501 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=348,5=454. October 21,2020 ®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 Mrrek(D wnnectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building' designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1rial1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 1115 WATERSTONE T21654288 2516663 B04 Common Truss 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:22 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-aOgcg5ly8P_YdAMbUIz5pYVwXWzPvse1NkjHUSyR9ah -1-4-0 5-8-0 10-0-0 14.4-0 20-M 21-4-0 1-4-0 5-8-0 4-4-0 4-4-0 5-8-0 1-4-0 1 Scale = 1:36.3 4x4 = 44 = 5x8 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 TCDL 7.0 Lumber DOL 1.25 BC 0.92 BCLL 0.0 * Rep Stress Incr YES WB 0.22 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-209(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=-121211010, 3-4=-928/779, 4-5=-928/779, 5-6=-121211010 BOT CHORD 2-8=-696/1084, 6-8=-696/1057 WEBS 4-8=-414/587, 5-8=-387/475, 3-8=-386/475 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.16 8-11 >999 240 MT20 244/190 Vert(CT) -0.34 8-11 >696 180 Horz(CT) 0.03 6 n/a n/a Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=450,6=450. October 21,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI7rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply �10T`1115WATERSTONE T21654289 2516663 B05 Common Truss 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:23 2020 Page 1 ID:wOY7Lyl SwnFGv7x93—gXGezJF5?-2DE—tRmavj6PFKxn2SUKtm 19JwW NeL2AcOTg1 uyR9ag -1-4-0 10-0-0 20-0-0 21-4-0 1 4-0 10-0-0 10-0-0 1 4-0 Scale = 1:36.6 4x4 = 18 17 16 15 14 13 12 3x4 2x4 I 2x4 I 2x4 II 5x6 = 2x4 II 2x4 II 2x4 II Plate Offsets (X,Y)— [15:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 10 n/r 180 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.11 Vert(CT) 0.01 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. (lb) - Max Horz 2=-209(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17,13 except 2=-170(LC 10), 16=-102(LC 10), 18=-154(LC 10), 14=-102(LC 10). 12=-154(LC 10), 10=-170(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=308(LC 15). 12=307(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-96/292, 6-7=-96/292 WEBS 3-18=-219/289, 9-12=-218/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACCI, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 13 except (jt=lb) 2=170, 16=102, 18=154, 14=102, 12=154, 10=170. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10. October 21,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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/TF11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/5 WATERSTONE T21654290 2516663 C1A JACKPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:24 2020 Page 1 IDw0Y7LylSwnFGv7x93—gXGezJF5?-WPoN5nnDgOEGtUWzbA?ZuzaKCKtjNpdKg2COZLyR9af -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 Plate Offsets (X,Y)— [2:0-0-15,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=181. October 21,2020 ® 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, net 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 andfor chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TFI1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Satety /ntormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/5 WATERSTONE T21654291 2516663 C1 P JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:24 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-WPoN5nnDgOEGtUWzbA?ZuzaKCKtiNpdKg2COZLyR9af _ -1-4-0 0-11-4 1-4-0 ' 0-11-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-6(LC 7), 2=-213(LC 10), 4=-22(LC 15) Max Grav 3=15(LC 10), 2=158(LC 1), 4=32(LC 10) Scale = 1:7.6 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 2441190 BC 0.04 Vert(CT) 0.00 5 >999 180 WB 0.00 Horz(CT) 0.00 4 n/a n/a Matrix -MP Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=213. October 21,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1115 WATERSTONE T21654292 2516663 C3A JACK -OPEN TRUSS 4 1 Job Reference o tional leuimers mrstoource trlant ury, r-Lj, riant L'¢y, rL - oa0or, 1-4-0 1 G.4ZU 5 Uct a ZUZU MI I eK nausirles, Inc. vvett Uct z1 14:4b:zb zuzu rage 1 ID:w0Y7Ly1 SwnFGv7x93_gXGezJ F5?-?bM117orRKM7Ue5A9tWoRB7VyjC76GtT3iyx5nyR9ae 2-11-4 2-11-4 3 FA I� 0 Scale = 1:12.7 Plate Offsets (X,Y)— [2:0-0-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-57(LC 10), 2=-149(LC 10) Max Grav 3=70(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 2=149. October 21,2020 ® 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 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 p /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ryliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Samlyinfomation available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 1115 WATERSTONE T21654293 2516663 C3P JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:26 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-Tow7VSpTCeU_6ngMjbllzOfgi7Xhri7clMhVdDyR9ad Scale = 1:12.7 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.20 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 12 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=41(LC 7) Max Grav 3=61(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=212. October 21,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall {� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply LOT 11/5 WATERSTONE �Qty_ T21654294 2516663 C5A JACK -OPEN TRUSS 4 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x4 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:26 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-Tow7VSpTCeU_6ngMjbllzOfcS7Uvri7clMhVdDyR9ad 4-1 1A 4-11-4 Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-112(LC 10), 2=-161(LC 10) Max Grav 3=128(LC 15), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lf=lb) 3=112, 2=161. October 21,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cty Ply LOT 11/5 WATERSTONE T21654295 2516663 C7A JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:27 2020 Page 1 ID:w0Y7Ly1 SwnFGv7x93_gXGezJF5?-x_U V op5zxdrkxFYHIZGWcCpYXlla8Um WOR2AfyR9ac 1-4-0 -0-9 12 3-11-4 6-11-4 ' 1-3-4 0-0'-i2 3-11-4 3-0-0 3x4 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 7.0 LumberDOL 1.25 BC 0.65 BCLL 0.0 Rep Stress Incr YES WB 0.12 BCbL 10.0 Code FBC2017/TPI2014 Matrix -MP 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=239(LC 10) Max Uplift 4=-88(LC 10), 2=-178(LC 10), 5=-74(LC 10) Max Grav 4=107(LC 15), 2=333(LC 1), 5=167(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-340/182 WEBS 3-6=-213/403 Scale = 1:22.7 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.22 6-9 >369 240 MT20 244/190 Vert(CT) -0.22 6-9 >370 180 Horz(CT) 0.02 2 file n/a Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-3 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=1b) 2=178. October 21,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI117P/1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply =RSTONE T216542962516663 002 Common Truss 2 tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:27 2020 Page 1 ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-x_UVjop5zxdrkxFYH IZGWcCIMXnaa8am WOR2AfyR9ac -1-4-0 6-6-0 13-0-0 1-4-0 6-6-0 6-6-0 Scale = 1:24.6 46 = 4x4 = 4x4 = 6-6-0 6-6-0 Plate Offsets (X,Y)— [4:0-1-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.09 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.12 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.9 Code FBC2017/TPI2014 Matrix-MSH Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-14 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=139(LC 9) Max Uplift 4=-223(LC 10), 2=-333(LC 10) Max Grav 4=477(LC 1), 2=557(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-684/582, 3-4=-682/578 BOT CHORD 2-5=-359/551, 4-5=-359/551 WEBS 3-5=-47/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=223,2=333. October 21,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rsv. 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 andfor chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salefy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 11/5 WATERSTONE T21654297 2516663 D03 COMMON TRUSS 3 1 Job Reference o tional Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:28 2020 Page 1 -1-4-0 6-6-0 I D:wOY7Ly1 SwnFGv7x93_gXF5?-PA2tw8qjkFliL5plgO4V2plxgx8JJbrvlgAbi6yR9ab 3-0-0 14-0-0 1-4-0 6-6-0 6-6-0 1.40 Scale = 1:25.3 46 = M a 0 3x4 = 3x4 = 6-6-0 13-0-0 6-6-0 6-6-0 Plate Offsets (X,Y)— [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.07 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.10 6-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=-145(LC 8) Max Uplift 2=-327(LC 10), 4=-327(LC 10) Max Grav 2=553(LC 1), 4=553(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-672/552, 3-4=-672/552 BOT CHORD 2-6=-249/541, 4-6=-249/541 WEBS 3-6=-31/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust). Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=327,4=327. October 21,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. • Design valid for use only with 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 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 ANS17rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 1115 WATERSTONE T21654298 2516663 D04 Common Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 Is Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:29 2020 Page 1 ID.wOY7Ly1SwnFGv7x93_gXGezJF5?4MbF8UrLVZtZzFOxOjbkb1HA1LY82273_Kw9EYyR9aa -1-4-0 6-6-0 13-M 144-0 ' 1-4-0 ' 6-6-0 ' 6-6-0 1-0-0 Scale=1:25.3 44 = 13-M LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 56 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-0-0. (lb) - Max Horz 2=145(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 9 except 2=-190(LC 10), 6=-190(LC 10), 10=-187(LC 10), 8=-187(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 2, 6, 9 except 10=365(LC 15), 8=364(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-10=-255/376, 5-8=-254/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfTPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used With this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except Qt=lb) 2=190, 6=190, 10=187, 8=187. October 21,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saletyinlormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1115 WATERSTONE T21654299 2516663 E4 JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:29 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?4MbF8UrLVZtZzFOxOjbkb1H8ZLVX23s3_Kw9EYyR9aa L -1-4-0 4-4-0 1.4-0 ' 44-0 Scale: 314"--V 4-4-0 4-4-0 Plate Offsets (X,Y)— [2:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.07 4-7 >750 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.06 4-7 >860 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=169(LC 10) Max Uplift 3=-104(LC 10), 2=-245(LC 10), 4=-64(LC 7) Max Grav 3=99(LC 15), 2=241(LC 1), 4=76(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=104, 2=245. October 21,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qly Ply LOT 1115 WATERSTONE T21654300 2516663 [russ 5P JACK -OPEN TRUSS 6 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:30 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-LZ9eLgszGs?QbPz7yQ6z8EgGLkoHnW6CD_fim_yR9aZ -1-4-0 5-0-0 1-4-0 5-0-0 Scale = 1:17.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.13 4-7 >466 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.11 4-7 >533 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=187(LC 10) Max Uplift 3=-123(LC 10), 2=-263(LC 10), 4=-76(LC 10) Max Grav 3=117(LC 15), 2=264(LC 1), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=123,2=263. October 21,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1115 WATERSTONE T21654301 2516663 E9A Jack -Open Truss 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:30 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-LZ9eLgszGs?QbPz7yQ6z8EgJukllnSxCD_fim_yR9aZ -1.4-0 4-0-3 5-1-11 7-1-14 8-8-0 1.4-0 4-0-3 1-1-8 2-0-3 1-6-2 , 3x4 4-0-3 5-1-14 7-1-14 7-10-14 8-8-0 4-0-3 1-1-11 2-n-n n-q� 9 Scale = 1:27.8 Plate Offsets (X,Y)— [2:0-0-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.14 6-7 >714 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.73 Vert(CT) -0.15 6-7 >697 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=285(LC 10) Max Uplift 4=-117(LC 10), 2=-195(LC 10), 5=-89(LC 10) Max Grav 4=130(LC 15), 2=396(LC 1), 5=215(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-769/662 BOT CHORD 2-7=-924/740, 6-7=-899/706 WEBS 3-7=-73/254, 3-6=-710/900 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=117,2=195. October 21,2020 ®WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 1• 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/7P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1115 WATERSTONE T21654302 2516663 EJBA ROOF TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:31 2020 Page 1 ID:atbFDLfsijOY7jX?uFVjSgziZxL-pIjOZAscOA7HCZYJ W8dCgSMTf86ZWw5MRePFJRyR9aY -1-4-0 5-2-14 8-7-10 ' 1-4-0 5-2-14 34-12 2x4 II 4x4 Scale=1:28.6 Plate Offsets (X,Y)— [2:0-2-10,0-0-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.16 5-8 >615 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.33 5-8 >301 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 2x4 SP No.3 *Except* 4-5: 2x6 SP No.2 REACTIONS. (size) 2=0-7-10, 5=Mechanical Max Horz 2=280(LC 10) Max Uplift 2=-193(LC 10), 5=-201(LC 10) Max Grav 2=389(LC 1), 5=337(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-475/473 BOT CHORD 2-5=-716/472 WEBS 3-5=-459/704 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=193, 5=201. October 21,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119(2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 11/5 WATERSTONE ]Truss T21654303 2516663 H5P Diagonal Hip Girder 2 1 Jab Reference (optional) ustauurce triant uny, rL/, runt ury, rL - caoor, ts.42U s Uct 9 2UZU MI I ex Industries, Inc. Wed Oct 21 14:45:32 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-HxHOmWIEnUF8gi7W3r8RDfvehYXnFQcVgH8prtyR9aX -1-10-10 3-9-6 7-0-14 ' 1-10-10 ' 3-9-6 3-3-8 -� Scale=1:17.4 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.20 4-7 >415 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.17 4-7 >486 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=188(LC 8) Max Uplift 3=-137(LC 8), 2=-268(LC 8), 4=-89(LC 5) Max Grav 3=120(LC 1), 2=209(LC 1), 4=97(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=137,2=268. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 72 lb up at 1-6-12, 54 lb down and 72 lb up at 1-6-12, and 2 lb down and 92 lb up at 4-4-12, and 2 lb down and 92 lb up at 4-4-12 on top chord , and 25 lb down and 46 lb up at 1-6-12, 25 lb down and 46 lb up at 1-6-12, and 4 lb down and 12 lb up at 4-4-12, and 4lb down and 12 lb up at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=145(F=72, B=72) 9=38(F=19, B=19) 10=49(F=25, 13=25) 11=3(F=2, 13=2) October 21,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1115 WATERSTONE T21654304 2516663 H9A Diagonal Hip Girder 2 1 Job Reference (optional) tsuitaers mrsmource (runt city, MI. mam city, t-L - adobe, 8.42U s Oct 9 ZUZU Mi rek Industries, Inc. Wed Oct 21 14:45:32 2020 Page 1 ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-HxHOm WtEnUF8gi7W3r8RDfvXzYS?FJoVgH8prtyR9aX -1-10-10 4-5-8 5-11-1 12-2-5 12- -1 1-10-10 4-5-8 1-5-9 6-3-4 0-0- 2 2x4 11 Scale = 1:28.3 4 5 44 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrPI2014 CS1. TIC 0.92 BC 0.65 WB 0.50 Matrix-MSH DEFL. in Vert(LL) 0.24 Vert(CT) -0.32 Horz(CT) 0.03 (loc) Vdefl Ud 6-7 >605 240 6-7 >452 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-6 REACTIONS. (size) 2=0-8-0, 6=Mechanical Max Horz 2=286(LC 8) Max Uplift 2=-356(LC 8), 6=-540(LC 8) Max Grav 2=654(LC 1), 6=866(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2113/996 BOT CHORD 2-7=-1126/1995, 6-7=-1149/2026 WEBS 3-7=0/413, 3-6=-1970/1126 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=356, 6=540. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 26 lb up at 1-6-12, 40 lb down and 26 lb up at 1-6-12, 11 lb down and 80 lb up at 4-4-12, 11 lb down and 80 lb up at 4-4-12, 60 lb down and 135 lb up at 7-2-11, 60 lb down and 135 lb up at 7-2-11, and 42 lb down and 109 lb up at 10-0-10, and 42 lb down and 109 lb up at 10-0-10 on top chord, and 30 lb up at 1-6-12, 30 lb up at 1-6-12, 10 lb down and 7 lb up at 4-4-12, 10 lb down and 7 lb up at 4-4-12, 48 lb down at 7-2-11, 48 lb down at 7-2-11, and 134 lb down and 96 lb up at 10-0-10, and 134 lb down and 96 lb up at 10-0-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-14, 6-8=-20 Continued on page 2 October 21,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use onlywith M70D connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormation available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply=LOTIERSTONET21654304 2516663 H9A Diagonal Hip Girder 2 (optional) �= t.,a,.r —Y. . ny, r� ��wr, o.4zu s uci B Zulu mi I eK Inoustnes, Inc. Wed Oct 21 14:45:32 2020 Page 2 ID:w0Y7Lyl SwnFGv7x93_gXGezJF5?-HxHOm WtEnU F8gi7W3r8RDfvXzYS?FJoVgH8prtyR9aX LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=25(F=12, B=12) 12=-16(F=8, B=-8) 13=-121(F=-60, B=-60) 14=-84(F=-42, B=-42) 15=35(F=17, B=17) 16=-21(F=-10, B=-10) 17=-77(F=-39, B=-39) 18=-268(F=-134, B=-134) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTei(" 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/rP/1 Quality Criterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety /nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/5 WATERSTONE 2516663 P03 HIP GIRDER 1 1 T21654305 Builders First4ource !Plant r t, PI 1 PI—f r•fh, n _ aaaa-r Job Reference (optional) - - - ---- a VUr a cU4U MI 1 ex mausines, Inc. Wed Vct 21 14:45:34 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-EKP8BCvUJ5Vr3OHuBGBvl4_vsM8UjDVo8bdwvlyR9aV -1-4-0 5-0-0 10-0-0 15-0-0 20-0-0 21-4-0 1-4-0 5-0-0 5-0-0 5-0-0 5-0-0 1-4.0 Scale = 1:36.9 48 = 2x4 11 48 = 3x4 = 2x4 II 5x8 = 2x4 II 3x4 = 5-0-0 10-0-0 15-0-0 20-0-0 5-0-0 5-n-n I'late Offsets (X,Y)- [3:0-5-8 0-2-4][5:0-5-8 0-2-4) [9:0-4-0 0-3-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES_ GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.26 8-9 >908 240 MT20 2441190 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.21 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) -0.07 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight: 91 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-118(LC 23) Max Uplift 2=-1283(LC 8), 6=-1320(LC 8) Max Grav 2=1148(LC 1), 6=1170(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2035/2232, 3-4=-2446/2803, 4-5=-2446/2803, 5-6=-2082/2311 BOT CHORD 2-1 0=-1 859/1771, 9-1 0=-1 876/1783, 8-9=-1946/1825, 6-8=-1930/1812 WEBS 3-10=292/331, 3-9=-871/807, 4-9=-472/467, 5-9=-773/745, 5-8=-291/331 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1283, 6=1320. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 Ito down and 147 lb up at 5-0-0, 112 lb down and 139 Ito up at 7-0-0, 112 lb down and 139 lb up at 9-0-0, 112 lb down and 139 lb up at 11-0-0, and 112 lb down and 139 lb up at 13-0-0, and 150 lb down and 317 lb up at 15-0-0 on top chord, and 89 lb down and 119 lb up at 5-0-0, 48 lb down and 58 Ito up at 7-0-0, 48 lb down and 58 ib up at 9-0-0, 48 lb down and 58 lb up at 11-0-0, and 48 lb down and 58 lb up at 13-0-0, and 89 lb down and 119 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Continued on page 2 October 21,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component East Blvd. Tampa, Parke East Safety information Parke un available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2060136610 Job Truss Truss Type Qty Ply�1115WATERSTONET21654305 2516663Tru HIP GIRDER 1 Builders FirstSo irr.P (Plant ritv FI 1Plnnt rn„ m —.7 . vvr a cvcu mi i eK inausines, Inc, wea uct 21 14:45:34 2020 Page 2 ID:w0Y7Ly1SwnFGv7x93_gXGezJF5?-EKP8BCvUJ5Vr30HuBGBvl4_vsM8UjDVo8bdwvlyR9aV LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-59(F) 5=-103(F) 10=-68(F) 8=-68(F) 18=-59(F) 19=-59(F) 20=-59(F) 21=-59(F) 23=-39(F) 24=-39(F)25=-39(F) 26=-39(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not OF a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` Is always required for stability and to prevent collapse vrith possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTPII quality Criteria, DSB-89 and BCSI Building Component 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 Qty Ply 11/5 WATERSTONE 2516663 PO4 HIP 1 1 T21654306 FJob Ri ilrtars Pi tSo �rce !Plant ra„ n I Di.,..t rn rl eference o tional - - ••-•---•- ^r• • -n . ,.„, -.1y, I I - 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 14:45:34 2020 Page 1 ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-EKP8BCvUJ5Vr3OHuBGBvl4_AM5Ajlwo8bdwvlyR9aV 7-0-0 13-0-0 20-M 21-4-0 1-4-0 7-0-0 6-M 7-0-0 1-4-0 Scale = 1:36.9 4x8 = 4x6 = 3x4 - 2x4 II '""" 3x4 = 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 FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=-154(LC 8) Max Uplift 2=-836(LC 10), 5=-836(LC 10) Max Grav 2=812(LC 1), 5=812(LC 1) 3x4 1 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.77 Vert(LL) 0.31 9-12 >764 240 MT20 244/190 BC 0.80 Vert(CT) 0.27 9-12 >905 180 WB 0.14 Horz(CT) -0.04 5 n/a n/a Matrix-MSH Weight: 86 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-7-8 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1183/2166, 3-4=-998/2084, 4-5=-1183/2166 BOT CHORD 2-9=-1704/991, 7-9=-1726/998, 5-7=-17041992 WEBS 3-9=-527/265, 4-7=-527/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=836, 5=836. T O A Iv 0 October 21,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — 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/TPi1 Quality Criteria, DSB-89 and SCSI Building Component Blvd. Tampa, 6904 Parke Easte East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2060136610 Job Truss Truss Type Ply7LO—T11/5WATERSTONET2165432516663 �Qty P05 HIP 1 Job Reference o tional �= a Y. n a, � Ly, r- - 000u r, 6AZU s Uct 9 ZUZU MI I eK Industries, Inc. Wed Oct 21 14:45:35 2020 Page 1 ID:wOY7Lyl SwnFGv7x93_gXGezJF5?4 WzXOXw64PdihAs51_i8rlX511P1 SizxMFNTSCyR9aU -1-4-0 6-3-6 9-0-0 11-M 13-8-10 20-0-0 21-4-0 1-4-0 6-3-6 2-8-10 2-0-0 2-8-10 6-3-6 1-4-0 Scale = 1:36.9 4x4 = 4x4 = 3x8 = 3x4 = — — 3x4 = 3x8 = 9-0-0 11-0-0 20-0-0 9-0-0 2-0-0g-n-n Plate Offsets (X,Y)— [2:0-8-0 0-0-141 [7:0-8-0 0-0-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.52 9-17 >461 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.44 9-17 >551 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight: 92 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.1 'Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=-191(LC 8) Max Uplift 2=-836(LC 10), 7=-836(LC 10) Max Grav 2=812(LC 1), 7=812(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1184/2174, 3-4=-973/2015, 4-5=-824/1824, 5-6=-973/2015, 6-7=-1184/2174 BOT CHORD 2-11 =-1 763/1025, 9-11 =-1 387/824, 7-9=-1763/1025 WEBS 3-11=-332/585, 4-11=-849/341, 5-9=-849/341, 6-9=-332/585 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=836,7=836. October 21,2020 ® 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 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 chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPlf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. LJ�Apply plates to both sides of truss and fully embed teeth. 0-yI ' wa— For 4 x 2 orientation, locate plates 0- '/id' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek. MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review ail portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.