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HomeMy WebLinkAboutTruss,s fiF D S ENGINEERING ASSOCIATES March 1, 2021 Building Department Ref: Lot: Subdivision: Address: Model: KA# Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: 258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com Adams Homes Lot 38 Blk. 2 Fort Pierce - Waterstone 8521 Waterstone Blvd. 2508 CR RHG 3CF 21-1217 Builders First Source 2/2/21 2625260 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, 3/1/2021 Carl A. Brown, P.E. FL. # 56126 a0%%J11111tst ?ABLOs \, . • �,� C E s �9 No ?8 ; N 64 .. w3 A Te OS • Luis Pablo I FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" > ,--14, SIMPSON CONNECTOR SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYMBOL 0 A` LUS24 895 490 1LI 0 A HTU26 3600 1555 ILA 0 B HTU28 4680 2140 ALB 0 C HTU26-2 3600 2175 1 LC 0 D HTU28-2 4680 3485 1113 0 E HGUS26-2 5320 2155 JLr 0 F HGUS28-2 7460 3235 0 G HGUS26-3 5230 2155 1 LG 0 H HGUS28-3 7460 3235 1IH 0 J THJA-26 9100 4095 1 Li 32 3 X 8 NOP O Reviewed endApptoved ❑ Revise and Resubmit ❑ Reviewed with Notati— ❑ Not Rcvk vd (see explmati®j Cotmcdomot commenn made on egnipmem submittals m shop d—fitp daring this review do not telicve centnitta from complizme with regnit mmfs of the dmwiap and speeifteatio This check is only fm review of pDad confonmuce with the concept of the project wd genanl complisoce with the infommtiun given in the conned doccnn"te The canvaetor is resp—ble for con&.** end correlating a0 gmetiti® and dirm wecc; schcting 6LriWian ptooassesandteehnigmsofeonsnnetion; eoonUmtiug his w kwith that ofall other tledes and pmfommmglds work m a safe aml satlefictoy ma— FDS ENGINEERING ASSOCIATES D.I. 03/01202/ Br: BH SubtmttalNo.: P gjc,1No.: 21.1217 ProjectE.,F.: Lnis Tortes/ Project Nnme: Adem1 Romer -Ft. Puce- WetetetoncW 38 BBL 2 VERIFY ALL DIM IONS AND CEILING ODNDITIOW PRIOR TO APPROVAL SOME MUM FRAMING REQUIRED IN FIELD BY BULMt MAIN VIINO FORCE RESISTNO SYSTEMICC HYBRID YANG ASCE1•11 ENCLOSED FXPOSURE CATEGORY C OCCUPANCY CATEGORY0 WIND LOAD 160 MPH MO AIPORTANCE FACTOR I= TRUSSES HAVE SEEN LESIONED FOR A 10.0 FSF BOTTOM CHORD LNE LOAD NONCONCURRENT wDH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL• 20 PSF TCLL: 40 PSF TCDL• 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 5 PSF TOTAL, 37 PSF TOTAL: 58 PSF DURATION: 1.26 DURATION: 1.00 IMPORTANT This Drawing Must Be App vad And Returned Before Fabripif in Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-BI 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 Roof Diaphragm Connections. ROOF PITCH: 6112 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 FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend - 8'-O" aff 10'-W a8 BUILDER: Adams Homes PROJECT: Single Family 160 BLOCK MODEL-. 1 2508 C/CR XG ADDRESS: 1 8621 WATERSTONE BLVD LOT / BLOCK: 1 3812 SUBDIVISIO WATERSTONE CITY: FT PIERCE D Y: K SANCHEZ J 2626260 ATE 10210112021 SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. Buillers �t Combining to serve �ou better 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 r --1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 26252.60 - LOT 38/2 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. FFLL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2625260 Model: 2508�AR Lot/Block: 38/2 Subdivision: WATERSTONE Address: 8521 WATERSTONE BLVD, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, .for the building.. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Ind ividual.Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package ,includes 46 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 fhe Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22687188 A01 2/2/21 23 T2268721.0 B06C 212/21 2 T22687189 A01A 2/2/21 24 T22687211 B07C 2/2121 3 T22687190 A01B 2/2/21 25 T22687212 B08C 2/2/21 4 T22687191 A02 2/2/21 26 T22687213 B09 2/2/21 5 T22687192 A03 2/2/21 -27 T22687214 1310 2/2/21 6. T22687193 A04 2/2/21 28 T22687215 Bll 2/2/21 7 T226871.94 A05 2/2/21 29 T22687216 B12 2/2/21 8 T22687195 A06 2/2/21 30 T22687217 Cl 2/2/21 9 T22687196 A07C 2/2/21 31 T22687218 C3 2/2/21 10 T22687197 A08C 2/2/21 32 T22687219 C5 2/2/21 11 T22687198 A09C 2/2/21 33 T22687220 D01 2/2/21 12 T22687199 A10 2/2/21 34 T22687221 D01 S 2/2/21 13 T22687200 All 2/2/21 35 T22687222 D02 2/2/21 14 T22687201 Al2 2/2/21 36 T22687223 E7 2/2/21 15 T22687202 A13 2/2/21 37 T22687224 E7V 2/2/21 16 T22687203 A14C 2/2/21 38 T22687225 ENA 2/2/21 17 T22687204 A15 2/2/21 39 T22687226 E7VB 2/2/21 18 T22687205 A16 2/2/21 40 T22687227 E7VC 2/2/21 19 T22687206 A17 2/2/21 41 T22687228 F01 2/2/21 20 T22687207 B03 2/2/21 42 T22687229 H7 2/2/21 21 T22687208 B04 2/2/21 43 T22687230 H17 2/2/21 22 T22687209 B05 2/2/21 44 T22687231 PB1 2/2/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL)., Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component.designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and.that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information' included is for MiTek's or TRENCO's.customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified. the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter2. February 2,2021 Velez, Joaquin 1 of 2 n M!Tek USA, Inc. RE: 2625260 - LOT 38/2 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2625260 Model: 2508 CR 3CAR Lot/Block: 38/2 Subdivision: WATERSTONE Address: 8521 WATERSTONE BLVD, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T22687232 PB2 2/2/21 46 T22687233 PB3 2/2/21 le 2 of 2 Job Truss Type City Ply LOT 3812 WATERSTONE [A01sS T22687188 2625260 SPECIAL 5 1 R Job Reference o tional __ _ . . ., , o.wd s nuv ou 2020 IwI I ek industries, Inc. I ue reD Z U6:04:6b zuzi rage 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-W2J7ggbGIGKBXRQR7zmyVa97VPQ_PIDChXlpdAzpFwX 1-4- 5-3-0 6-108 14-11-8 21-0-0 2rr4-0 29-8-0 35-8-8 41-10-15 46-7-4 8-0. 3-7-8 6-1-0 6-0-8 4-4-0 6-2-7 Scale = 1:91.8 5x6 = 3x6 = 5x6 = 6.00 12 6 31 732 3334 8 3x6 i 30 35 3x6 5 9 5x6 i 5x6 3x6 4 10 1.5x8 STP = 36 3 1.5x8 STP = 29 11 Iy 8-10- 19 - 12 0 0 1 2 3x4 = 18 38 39 17 16 40 41 15 14 42 43 13 IN 0 = 22 21 20 3x6 = 3x8 = x8 3x8 = 3x6 4x6 = 3x8 MT20HS = 4x6 = 2x4 11 6x8 = a-a-u Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] [6:0-3-0 0-2-0] [8:0-3-0 0-2-0] T10:0-3-0 0-3-01[21.0-3-8 0-3-01 a-a-u Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] [6:0-3-0 0-2-0] [8:0-3-0 0-2-0] T10:0-3-0 0-3-01[21.0-3-8 0-3-01 - e 11 11 7-11-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) . I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28-13-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.50 13-15 >907 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 271 lb FT = 20% LUMBER- BRACING - TOP -CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-21: 2x4 SP No.3 3-9-0 cc bracing: 19-21 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16, 7-15, 9-15 REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=-492(LC 12), 11=-911(LC 12), 21=-1146(LC 12) Max Grav 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP'CHORD 2-3=-366/488, 3-4=-310/417, 4-5=-1385/846, 5-6=-1837/1251, 6-7=-158411214, 7-8=-1878/1328, 8-9=-2133/1362, 9-10=-3023/1620, 10-11=-3266/1759 BOT CHORD 2-22=-424/251, 21-22=-424/251, 19-21 =-1 949/947, 4-19=-1946/925, 16-18=-694/1622, 15-16=-713/1787, 13-15=-1133/2318, 11-13=-1453/2869 WEBS 4-18=-598/1609, 5-16=-17/251, 6-16=-227/615, 7-16=-448/288, 8-15=-282/663, 9-15=-784/565, 9-13=-91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-298/217, 3-21=-402/615 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exteridr(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. �) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 lb uplift at joint 2, 911 lb uplift at • joint 11 and 1146 lb uplift at joint 21. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ®. WARNING-Verifydesign parametersand READ NOTES -ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511912020 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 applicabilityof design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the WOW (�{�1TOek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain, Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ► Truss Truss Type City Ply LOT 38/2 WATERSTONE T22687189 2625260 0u1 A SPECIAL 1 1 Job Reference (optional) 1' " Y' '-1, 0.93U s IVUV JU LULU IVII I eK Inausmles, Inc. I ue Fep Z U6:34:36 ZUZ1 Hage 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-SRRtFWcW HtavnlagFOoQa?ETIC9PtE9V8rEvi3zpFwV -1-8 7 2-1 9-7-11 1411-8 21.0.0 25-4-0 29-8-0 35-6-8 41-10-15 46-7-4 8-0- -4-0 6-1-6 -1- 2-0-15 5-3-12 6-0-8 4-4-0 4-0-0 6-0.8 6.2-7 4-8-5 -4-1 5x6 = 3x6 = 5x6 = 6.00 12 8 32 933 3435 10 5x8 i 6 5 3x4 11 2x4 Q 4 . 1.5x8 STP = 30 3 1 2 4x6 = 20 38 23 22 3x6 = US = 6x8 = 40 19 18 3x8 MT20HS = 3x8 = 42 17 16 43 3x8 = 3x8 MT20HS = 15 3x6 = 5x6 12 1.5x8 STP = 37 Scale = 1:91.8 7-2-12 12-1-7 21-00 29-8-0` 3117-11 46-7.4 6-1-8 0-2<0 410-11 8-10-9 8-B-0 "' 8-11-11 7-11-9 0.11 4 Plate Offsets (X Y)-- [8:0-3-0,0-2-0] [10:0-3-0 0-2-0] [12:0-3-0 0-3-0] [23.0-3-8 0-3-01 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 0.62 Vert(LL) -0.30 15-17 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.81 Vert(CT) -0.52 15-17 >931 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 270 lb FT.= 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2. TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 Max Horz 2=419(LC 11) Max Uplift 2=-379(LC 12), 13=-968(LC 12), 23=-1082(LC 12) Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/402, 3-4=-301/458, 4-6=-215/344, 6-7=-2494/1470, 7-8=-2223/1461, 8-9=-1949/1413, 9-10=-2084/1456, 10-11=-2362/1509, 11-12=-3249/1762, 12-13=-3485/1893 BOT CHORD 21-23=-2052/977, 4-21=-266/208, 20-21 =-1 003/2162, 18-20=-1072/2397, 17-18=-871/2123, 15-17=-1258/2521, 13-15=-1571/3063 WEBS 7-18=-415/394, 8-18=-317/768, 9-18=-343/215, 10-17=-346/783, 11-17=-781/563, 11-15=-93/584, 12-15=-329/340, 3-23=-170/261, 6-20=-14/394, 6-21=-2730/1282 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 3-8-0 oc bracing: 21-23 1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE'7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, EXteriof(2R) 29-6-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. g) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.013'sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2, 968 lb uplift at. joint 13 and 1082 lb uplift at joint 23. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the, bottom chord. February 2,2021 - -- - --- ® WARNING -Verify design parameters and READ NOTES ON THIS AND .INCLUDED MITE REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MffekO 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 andproperly 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 MITeI(• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/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 y Truss Truss Type Qty Ply 3812 WATERSTONE T22687190 2625260 A01B Hip 1 TLOT Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:34:40 2021 Page 1 ID:YuAUBcriPWCx6RhnNP_DwTzU6L--OpZefCenpVgdO2kCMpqufQJgCOooL1coc9jOmxzpFwT 1-4- 4-3-6 8-0-5 14-6-3 21-0-0 25.4-0 2M-0 $5-1-14 40-7-11 - 46-7-4 8-0- -4-0 4-3-6 3-8-15 6-5-13 6-5-13 4-4-0 4-4-0 5-5-14 5-5-14 5-11-9 ,4-1 4x6 = 5x6 = 3x6 = 5x6 = 6.00 ,2 6 29 31 730 32 20 6x12 MT20HS = 3x8 = 3z8 MT20HS = Scale = 1:89.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES . GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.27 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.45 15-17 >999 180 MT20HS 187/143 BCLL 0.0 *. Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 274 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 4-20: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 7-15 WEBS 2x4 SP ND.3 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-221(LC 12), 20=-1040(LC 12), 11=-915(LC 12) Max Grav 2=277(LC 21), 20=2308(LC 17), 11=1783(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-243/268, 3-4=-277/733, 4-5=-1810/1072, 5-6=-1865/1202, 6-7=-1617/1179, 7-8=-1887/1271, 8-9=-2136/1320, 9-10=-2978/1591, '10-11=-3172/1666 BOT CHORD 19-20=-2114/1134, 4-19=-1999/1169, 18-19=-438/288, 17-18=-664/1780, 15-17=-679/1837, 13-15=-1044/2270, 11-13=-1346/2781 WEBS 3-19=-604/344, 4-18=-995/2050, 5-18=-390/377, 6-17=-218/610, 7-17=-451/266, 8-15=-298/682, 9-15=-758/537, 9-13=-165/640, 10-13=-347/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16' Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2p5f; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, 1nterior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. jo) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift at joint 2, 1040 lb uplift at joint 20 and 915 lb uplift at joint 11. 19) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0I.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 o. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITeKa 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 ANSIMP11 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 38/2 WATERSTONE T22687191 2625260 A02 SPECIAL 1 1 Job Reference (optional) r ------------- - • - •,. • -,. •-• •• •- v• • -- o.tioU s ivvv 3U cU4U o n i uK inuusmes, inc. I ue PeD Z Ub:S4:41 ZU21 rage 1 ID.? 1 YDfItmYJ1 Nm upVDA3te2z4H2S-sO7OtYfPaozUeCJPwWL7BdsxrQ7V4X4xgpSalOzpFwS 6-0-14 8-11-0 13-0-4 21-0-0 25-4-0 29-8-0 37-7-12 45 7 8 1-4•U 6.0-14 2-10-2 4-1-4 7-11-12 4-4-0 4-4-0 7-11-12 7,11-12 6.00 12 5x8 = 2x4 II 5x8 = 6 29 7 30 31 8 w 19 ,b ,. — — axe — 11 46 6x12 MT20HS. _ -8-11-0 15-4-5 25-4-0 35-3-11 45-7-8 Scale = 1:85.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL. 1.25 Rep Stress Incr YES Code FBC2020/%PI2014 CSI. TC 0.82 BC 0.98 WB 0.74 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.32 19-22 >324 240 -0.57 12-14 >776 180 0.09 11 n/a n/a PLATES MT20 MT20HS Weight: 254 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-9,9-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 *Except* 2-2-0 oc bracing: 17-19 2-18: 2x4 SP No.2, 4-19: 2x4 SP ND:3 WEBS 1 Row at midpt 5-17, 6-16, 7-14. 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2-1-11-12 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8 Max Horz 2=403(LC 11) Max Uplift 2=-507(LC 12), 11=-776(LC 12), 19=-1108(LC 12) Max Grav 2=421(LC 23), 11=1670(LC 18), 19=2059(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/403, 3-4=-224/423, 4-5=-176/413, 5-6=-1774/1258, 6-7=-1780/1293, 7-8=-178011293, 8-9=-2543/1555, 9-11=-2675/1531 BOT CHORD 2-19=448/254, 17-19=-1800/743, 16-1.7=-822/1456, 14-16=-731/1616, 12-14=-781/1670, 11-12=-1204/2289 - WEBS 5-17=-2185/999, 5-16=0/466, 6-14=-147/649, 8-14=-103/301, 8-12=-362/846, 9-12=-393/497, 3-19=-314/445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Intedor(1) 33-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. $) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.ppsf 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. 18) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 507 Ib uplift at joint 2, 776 lb uplift at joint 11 and 1108 lb uplift at joint 19. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS ANDINCLUDED MITEKREFERENCE PAGE 0I4473-rev. 5/10/2020 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ ICC fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSI/iP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salefylnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 1 s Truss Type Qty Ply LOT 38/2 WATERSTONE TAOU3 T22687192 2625260 SPECIAL 1 1 Job Reference o tionat --••--•- ••-•---•••-- Y •-• •• "'V -n •�• vu„ - ��� a.- s INUV oV ZUZU MI I ex rnUUslnes, inc. I ue reD Z 1.113:34:43 ZUZI rage i ID:71YDfltmYJ1 NmupVDA3te2z4H2S-p0EmIDgf6QDBtWTn2x0bH2xHDDrwYTiEl7xgNGzpFwQ i1-4-q 6-0-10 8-11-0 12-11-10 19-0-0 25-4-0 31-8-0 37-8-6 45-7-8 1-4-0 6-0-10 2-10-6 4-0-10 6-0-6 6-4-0 6 4-0 6-0-6 7-11-2 3x4 11 2x4 \\ 4 3 1.5x8 STP = 27 17 1 2 4x6 = 35 19 18 46 = 6x12 MT20HS = 6.00 12 5x6 = 2x4 II 6 29 30 731 32 5x6 28 5 165MT20HS 14 38 3x6 x8 = Scale = 1:85.9 5x6 = 8 33 2x4 9 4x6 d 10 c6 13 3912 3x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.32 19-26 >333 240 TCDL 7.0 LumberDOL 1.25 BC 0.85 Vert(CT) -0.51 12-14 >872 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.09 11 n/a n/a BCDL 1.0.0 Code FBC2020/iP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 8-11: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 'Except' 2-18: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=362(LC 11) Max Uplift 11=-776(LC 12), 2=-505(LC 12), 19=-1110(LC 12) Max Grav 11=1655(LC 18), 2=415(LC 23), 19=2039(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/400, 3-4=-179/388, 4-5=-141/374, 5-6=-1745/1219, 6-7=-1993/1391, 7-8=-1993/1391, 8-9=-2473/1505, 9-11=-2626/1515 BOT CHORD 2-19=-447/243, 17-19=-1789/756, 16-17=-787/1367, 14-16=-767/1614, 12-14=-874/1786, 11-12=-1189/2242 WEBS 5-17=-2076/939, 5-16=0/514, 6-14=-289/786, 7-14=-374/383, 8-14=-141/374, 8-12=-252/704, 9-12=-324/427, 3-19=-303/431 11 � Io IN 5x8 I PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 247 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 17-19 1 Row at midpt 5-17, 6-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Extedor(2R) 19-0-0 to 23-0-0, Interjor(1) 23-0-0 to 31-8-0, Exterior(213) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. $) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load noriconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. *8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 776 lb uplift at joint 11, 505 lb uplift at joint 2 and 1110 lb uplift at joint 19. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.511912020 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, not a truss system. Before use, the building designer must verify the applicability of design parameters and.propedy incorporate this design Into the overall T �y 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 ANSIMP11 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 Qty Ply LOT 3812 WATERSTONE ]Truss T22687193 2625260 A04 SPECIAL 1 1 Job Reference o tional -'•'••""•" ••"•""•'•"" �• •"• •• "••n •-�• �`�'7`-- `^��, o,au s 1—v au cucu IYII I eK umuslnes, Inc. I ue r-eo L ut):J4:44 zuz I rage i ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-HboBVZhHtjL2VglzbevgpGUT6dACHyBOXnhEvjzpFwP i1-4-q8-11-0 12-6-5 17-0-0 22-2-12 28-5 4 33-8-0 38-3-8 45-7-8 1-4-0' 6-14-5-11 5-2-12 6-2-8 5-2-12 _7_, 6. 6.00 12 5x6 = 3x6 = 6 31 7 3233 5x6 i 5 30 3x4 11 4\\41.5x8 STP =292 0 38 21 20 46 = 6x12 MT20HS = 18 3917 40 16 41 3x8 = 3x8 MT20HS = 3x6 = 8-8-0 8-11-0 17-0-0 25-4-0 Scale = 1:83.9 5x6 = 5x6 = 8 34 935 36 3x6 10 37 4x6 '? 11 0 42 15 14 13 3x8 = 2x4 II 3x8 MT20HS = 45-7-8 5x8 11 ,2 I o IQ N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) . 0.32 21-28 >326 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.42 14-16 >999 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.40 Horz(CT) 0.10 12 n/a nla BCDL 10.0 Code FBC2020/1'PI2014 Matrix -AS Weight: 255 lb FT = 20 LUMBER- BRACING- TOP'CHORD 2x4 SP No.2 *Except* TOP CHORD 9-12: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 4-21,12-15: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8 Max Horz 2=321(LC 11) Max Uplift 12=-776(LC 12), 2=-506(LC 12), 21=-1109(LC 12) Max Grav 12=1627(LC 18), 2=397(LC 23), 21=2019(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/398, 3-4=-1031365, 4-5=-104/374, 5-6=-174211213, 6-7=-1530/1169, 7-8=-2198/1458, 8-9=-2039/1365, 9-10=-2286/1437, 10-12=-2585/1490 BOT'CHORD 2-21=-440/202, 19-21 =-1 767/755, 18-19=-758/1207, 16-18=-1041/2040, 14-16=-1129/2145, 13-14=-1171/2204, 12-13=-1171/2204 WEBS 5-19=-1927/923, 5-18=-67/587, 6-18=-234/580, 7-18=-841/484, 7-16=-47/431, 8-14=-435/285, 9-14=-341/750, 10-14=-364/315, 3-21=-301/425 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-6-0 oc bracing: 19-21 1 Row at midpt 5-19, 7-18, 8-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf,, h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(21R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Extedor(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load noncohcurrent with.any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 18) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 776 lb uplift at joint 12, 506 lb uplift at joint 2 and 1109 lb uplift at joint 21. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSbTPl1 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 38/2 WATERSTONE T22687194 2625260 A05 SPECIAL 1 1 Job Reference (optional) , - ,,, ---, u.- ov a imuv ov cucu rvn i Cn uwuslne5, niu. i ue reu z uo:34:4o zUZ I rage i ID.? 1 YDfItmYJ1 NmupVDA3te2z4H2S-InMXjvivel Tv6pcA9MQ3MTOfu1 Yy01pXIRQnR9zpFwO �1-4-q 5-8-2 8-11-8 15-0-0 21-10-7 29-4-4 35-8-0 40-11-3 45 7 8 1-4-U 5-8-2 3-3-6 6-0-8 6-10-7 7-5-13 6-3-12 5-3-2 4-8-5 6.00 12 5x6 28 4 2x4 3 1.5x8 STP = 27 7 1 2 5x8 = 0 36 19 18 4x6 = 6xl2 MT20HS = 8-8.0 5x8 = 5 5x6 = 29 30 6 31 37 38 16 15 3940 3x6 = 3x8 MT20HS = 3x6 = 5x6 = 7 32 33 8 14 41 42 13 12 3x6 = 3x8 = 3x8 MT20HS = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.31 19-26 >344 240 TCDL 7.0 LumberDOL 1.25 BC 0.75 Vert(CT)-0.4612-14 >968 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/1-P12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 2-18: 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS SLIDER Right 2x6 SP M 26 -t 2-6-0 REACTIONS. (size) 11=0-3-0; 2=0-8-0, 19=0-3-8 Max Horz 2=280(LC 11) Max Uplift 11=-774(LC 12), 2=-496(LC 12), 19=-1121(LC 12) Max Grav 11=1617(LC 18), 2=399(LC 23), 19=2009(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/398, 3-4=-88/317, 4-5=-181/492, 5-6=-1819/1230, 6-7=-2620/1611, 7-8=-2179/1382, 8-9=-2424/1435, 9-11=-2557/1541 BOT CHORD 2-19=-442/226, 17-19=-1801/841, 4-17=-352/393, 16-17=-769/1480, 14-16=-1246/2358, 12-14=-1348/2515, 11-12=-1237/2191 WEBS 5-17=-1953/789, 5-16=-356/1109, 6-16=-866/580, 6-14=-47/408, 7-12=-675/414, 8-12=-248/748, 3-19=-276/378 Scale = 1:83.9 34 2x4 9 35 46 10 � 0 11 In � 0 I4 N 5x8 11 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 240 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 17-19 1 Row at midpt 5-17, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise, indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. r) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 774 lb uplift at joint 11, 496 lb uplift at joint 2 and 1121 lb uplift at joint 19. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE_ USE. ' Design valid for use only with 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 n A building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 'y' fabrication, storage, delivery, erection and'bracing of trusses and truss systems, see ANSI1rPl1 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 38/2 WATERSTONE T22687195 2625260 A06 Hip 1 1 - Job Reference (optional) -- --- -'--- -- •-••• -••, +n "^ • "'vi - ����i 0.4OU 5 INUV OU LULU IVII I eK inaustrles, Inc. .i ue heD 2 Ub:34:41 ZU21 Page 1 r I D:?1 YDfltmYJ 1 Nm upVDA3te2z4H2S-hAUH7bjAA'ejdM7mYHnSXRu6?srD3U BvgDlvu W 1 zpFwM 1-4- 6-9-4 13-0-0 21-0-0 29-0-0 37-0-0 37-8 0 42-0-0 46-1-5 50-8-0 2-0- -4- 6-9-4 6-2-12 8-0-0 8-0-0 8-0-0. 0-8-0 4-4-0 4-1-5 4-6-11 -4, 6.00 12 5x8 = 4 5x6 = 5x8 = 29 5 30 31 6 32 3x6 11 5x6 = 7 8 Scale = 1:93.9 Lu IV -- 18 -- 17 16 — 2x4 11 5x6 = 5x8 = 46 = 3x6= 4x10 MT20HS 11 4x6 3.00112 6-9-4 13-0-0 21-0-029-0=0� 36-11-12 37- -0 42-0-0 50-8-0 6-9-4 6-2-12 8-0-0 :8-0-0' 7-11-12 . 0- -4 5-0-0 8-8-0 Plate Offsets (X,Y)-- [3:0-3.%0-3-0], [4:0-578,0-2-4], [5:0-3-0,0-3-4], [6:0-4-0,0-3-O]i [8:0-3-0,0-2-0], [9:0-3-0,0-3-0], [11:0-0-14,Edge], [14:0-4-8,0-2-12], [16:0-3-8,Edge], 1`18:0-4-0 0-3-0], It 9:0-3-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.22 18-19 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.77 Vert(CT) -0.39 18-19 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.08 16 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 290 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except` BOT CHORD Rigid 'ceiling directly applied. Except: 7-16: 2x4 SP No.3 2-11-0'oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-18, 6-14 REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-819(LC 12), 16=-1270(LC 12), 11=-248(LC 12) Max Gram 2=1592(LC 17), 16=2605(LC 18), 11=382(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2794/1424, 3-4=-2168/1198, 4-5=-1849/1152, 5-6=-1849/1152, 6-7=-403/986, 7-8=-420/989, 8-9=-499/1054, 9-10=-347/566, 10-11=-372/285 BOT CHORD 2-20=-1094/2657, 19-20=-1095/2652, 18-19=-667/2018, 17-18=-227/1072, 14-16=-2471/1430, 7-14=-434/466, 13-14=-471/594, 11-13=-248/358 WEBS 3-20=0/255, 3-19=-727/493, 4-19=-154/650, 5-18=-466/481, 6-18=-605/1156, 14-17=-262/1054, 6-14=-2230/1251, 8-14=-443/229; 9-14=-696/378, 9-13=0/357, 10-13=-656/527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ♦1) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall; by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. `8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 819 lb uplift at joint 2, 12,70 lb uplift at joint 16 and 248 lb uplift at joint 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and ld' gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING -Verify design parameters and -READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 �q T building design. Bracing. indicated is to prevent buckling of individual truss web and/or chord members only. Addifional temporary and permanent bracing IVI� l t is always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrics on, storage, delivery, erection and bracing of trusses and truss systems, see ANS17rPll 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, Parke 36610 East Job Truss Type City Ply LOT 38/2 WATERSTONET22687196 FSPESSCIAL 2625260 AO7C 1 1 a„ Iwors ❑irstSo ,rce rPi�..4 M n oc,.:. r•u., r-oo«-, - .....,. Job Reference (optional) Nov Feb -•- • ••-•-•--•-� v •�^• ..•Y, • �n ..�,Y, �����, 8.430 s Nao LULU Mi t ek industries, inc. t ue F2 U6:34:46 2U21 Nage 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-9M2fLxkowyrUzHLlgUzm_6eA7EakCe_zRPfR2UzpFwL 21-4-4 6-4-4 11-0-0 15-10-13 19-4-9 23-11-8 32-0-2 42-0-0 45-10-12 50 8 0 1-4-U 4-7-12 4-10-13. ' 3-5-12 ' 4-6-15 ' 8-0-10 9-11-14 3-10-12 4-94 Scale = 1:91.9 5x6 = 3x6 —_ 5x6 = 3x6 —_ 5x6 = 2x4 11 3x6 — 3x4 11 6.00 12 4 275 6 28 7 8 29 9 10 30 31 11 21 20 19 32 33 18 34 17 16 35 36 15 46 = 2x4 11 3x8 = 3x6 = 3x8 MT20HS = 3x6 = 6x8 = 3x8 MT20HS =. 3.00 L12 12 1.5x8 STP = 3x6 6-4-4 19-0-0 19.4-9 28-6-7 36-10-0 W- 1-0 42-0-0 50-8-0 6.4-4 4-7-12 8-4-9 9-1-14 83-9 0- -0 5-1 Plate Offsets (X,Y)-- [4:0-3-0 0-2-0] [6:0-3-0 0-3-4] [8:0-3-0 0-3-0] [15.0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.25 18-20 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.4418-20 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.11 15 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix=AS Weight: 284 lb FT = 20% LUMBER- BRACING - TOP' CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 8-15: 2x4 SP No.3, 15-17,17-19: 2x4 SP No.1 5-2-0 oc bracing: 14-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 REACTIONS. (size) 12=0-8-0, 15=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 12=-282(LC 9), 15=-1124(LC 12), 2=-844(LC 12) Max Grav 12=518(LC 18), 15=2178(LC 17), 2=1692(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3032/1528, 3-4=-2555/1364, 4-5=-2273/1301, 5-6=-2602/1355, 6-7=-1773/851, 8-9=-484/234, 9-10=-476/224 BOT CHORD 14-15=-6961442, 8-14=-616/455, 12-13=-237/362, 2-21=-1649/2738, 20-21=-1649/2738, 18-20=-1472/2572, 16-18=-1292/2350, 15-16=-583/1101 WEBS 3-20=-590/430, 4-20=-340/923, 5-20=-564/297, 6-18=-100/397, 6-16=-908/693, 7-16=-506/1267, 7-15=-1778/1016, 8-13=-355/680, 9-13=-235/251, 10-12=-452/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. ,P) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 12 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. .9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint 12, 1124 lb uplift at joint 15 and 844 lb uplift at joint 2. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February' 2,2021 ® WARNING -Verifydesign parameters and READ NOTES ON THIS AND INCLUDEb 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 pp pp building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the oy� fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 � Tampa; FL 36610 Job ► Truss Truss Type Ply LOT 38/2 WATERSTONE T22687197 2625260 A08C SPECIAL �Qty 1 1 Job Reference (optional) "�^��� �•����� v �• �•y, ••), rioin •nry, "- a000i, o.96U 5 Ivov 3u zuzu mi I eK inaustnes, Inc. 1 ue reD Z u5:34:5U 2UZ1 Page 1 18-&1 ID?l YDfltmYJI NmupVDA3te2z4H2S-51APmdm2SZ5CDbV7yvOE3XkVF2DLgb?Gvj8Y7MzpFwJ 1-0- 6-3-4 9-0-0 16.0-11 16,4-0 23-0-0 29-11-5 37-0.0- 42-0-0 46-5-4 50.E-0 6-3-0 2-8.12 7-0-11 0- 'S 4-3-15 6-t t-5 ' 7-0-11 ' 5-0-0 4-5-0� 4-2 2-4-1 Scale = 1:91.9 5x6 = 6.00 12 3x6 — 5x6 = 3x6 — 5x6 = 2x4 II 3x6 = 3x4 4 I — — 9rd �� 27 28 5 6 29 30 7 8 31 9 10 32 11 I� N 21 20 19 18 17 16 15 12 US = 3x8 MT20HS = 3x6 = 3x6 = I6x8 = 3.00 12 1.5x8 STP = 3x8 = 3x8 MT20HS = 3x6 ZZ 27-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.65 BC 0.93 WB 0.76 Matrix -AS DEFL.. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defi L/d 0.32 19 >999 240 -0.49 19-21 >910 180 0.13 16 n/a n/a PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 . TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 Txcept' BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x4 SP No.1, 8-16: 2x4 SP No.3 4-6-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-21, 7-16 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 16=0-3-8 Max Horz 2=343(LC 12) Max Uplift 12=-267(LC 9), 2=-849(LC 12), 16=-1131(LC 12) Max Grav 12=460(LC 1), 2=1420(LC 1), 16=1936(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/1549, 3-4=-2326/1461, 4-5=-2069/1362, 5-6=-2688/1620, 6-7=-2018/1130, 8-9=-544/272, 9-10=-531/258 BOT CHORD 2-21=-1602/2210, 19-21=-1729/2686, 18-19=-1545/2529, 16-18=-942/1599, 1416=-746/528, 8-14=-691/537, 12-13=-260/372 WEBS 3-21=-299/365, 4-21=-381/788, 5-21=-739/452, 6-19=-109/272, 6-18=-742/602, 7-18=-380/843, 10-13=-19/312, 10-12=-482/374, 8-13=-436/744, 7-16=-1994/1276 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. $) ' 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) 12 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 0) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 12, 849 lb uplift at joint 2 and 1131 lb uplift atjoint 16. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11noll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 38/2 WATERSTONE T22667198 2625260 A09C SPECIAL 1 2 Job Reference (optional) Donut„ numouww haul'ny, .Ol ...Y, rL - 3JJOI, 0.43U 5 [NOV 3U ZULU MI I eK Inausines, Inc. I ue reo .4 U6:34:01 ZUZI rage i I D;zmbLkv5ELIDtgyehSMnND7z4_Wx-axjozymgDtD3gl4KWcXTbkGfWSYsP1 dQBNt5,fpzpFwl 17-0-9 ri-4-1i 7-0-0 12--11.22 316-0-0 16r4.0 22-0-0 6-1111--77 - 314-1101--173 57--10 .2 1-1e.- 14 42 5 0-14 004-11-7 43.3 012 345 101 0-8-9 Scale=1:91.9 5x6 = 6.00 12 5x6 = 3x8 = 5x6 = 3x4 =. 5x6 = 2x4 11 3x4 11 3 P9 4 5 6 30 31 7 8 9 32 10 11 12 33 13 25 24 23 22 21 20 19 18 17- 14 4x6 = 3x8 MT20HS = 2x4 5x6 = 6x12 MT20HS = 3.00112 1.5x8 STP - 17-0-9 - 7-0.0 " 12-1-2 16-0-0 16 -0 22-0.0 26-11-7 31-10-13 36-10T 37 =0 43-5-0 50-8-0 5-1.2 310-14 0- .0 411-7 411-7 " '411-7 411-3 0- -0 6.5-0 7-3-0 0-8-9 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [5:0-2-8 0-3-01, [8:0-3-0 0-3-01, [10:0-3-0 0-3-0] [18:0-3-8 0-3-0] [20.0-3-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.57 21-22 >777 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.59 21-22 >754 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.17 18 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 541 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, BOT CHORD 2x4 SP No.2 except.end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. Except: 6-0-0 oc bracing: 16-18 REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8 Max Horz 2=281(LC 8) Max Uplift 14=-638(LC 5), 2=-1940(LC 8), 18=-2939(LC 8) Max Grav 14=1000(LC 14), 2=3279(LC 13), 18=4885(LC 13) FORCES. (lb).- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6577/3728, 3-4=-5942/3465, 4-5=-7925/4705, 5-6=-8627/5144, 6-7=-6449/3859, 7-8=-3433/2043, 8=9=-450/736, 9-10=-836/1298, 10-11=-1480/932, 11-12=-1448/899 BOT CHORD 2-25=-3416/5843, 24-25=-4705/7925, 22-24=-5144/8627, 21-22=-4860/8122, 20-21=-4860/8122, 19-20=-3834/6391, 18-19=-1994/3333, 16-18=-1831/1229, 9-16=-672/610, 15-16=-415/387, 14-15=-737/989 WEBS 3-25=-1196/2437, 4-25=-2526/1527, 4-24=-189/739, 5=24=-900/543, 6-21=0/303, 6-20=-2082/1246, 7-20=-606/1419, 7-19=-3642/2205, 8-19=-120312433, 8-18=-5063/3041, 10-16=-1950/1339, 10-15=-611/1261, 11-15=-431/434, 12-15=-235/605, 12-14=-12271964, 5-22=-152/340, 6-22=-367/619 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows:'2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 44) Wind: ASCE 7-16;Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft;'B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 67) All plates are MT20 plates unless otherwise indicated. 8) All plates are 3x6 MT20 unless otherwise indicated. 9) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed fo'r 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. 11) Bearing at joint(s) 14 considers parallel to grain value using ANSI[TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ;ontinued on page 2 February 2-2021 r WARNING— Verify design parameters acid READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/19/2020 BEFORE USE. T Design valid for use only with MIT 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 n� T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Itll� 1pk* is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job V Truss Truss Type Qty Ply" LOT 38/2 WATERSTONE ]SPECIAL T22687198 2625260 A09C 1 n L Job Reference o tional builders Flrstsource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2.06:34:51 2021 Page 2 NOTES- ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-axjozymgDtD3gl4KWcXTbkGfWSYsP1 dQ8Nt5fpzpFwl 12) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 638 lb uplift at joint 14, 1940 lb uplift atjoint 2 and 2939 lb uplift at joint 18. 13) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 802 lb downand 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-13=-1 1 2(F=-58), 25-26=-20, 18-25=-42(F=-22), 17-18=-42(F=-22), 15-16=-42(F=-22), 14-15=-42(F=-22) Concentrated Loads (lb) Vert: 25=-415(F) A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020BEFORE 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 vedfy the applicability of design parameters and.properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss weband/or chord members only. Additional temporary and permanent bracing MITe'C• I. 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. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job IP Truss Truss Type Qty Ply LOT 3812 WATERSTONE T22687199 2625260 A10 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:34:53 2021 Page 1 ID:?l YDfltmYJ 1 NmupVDA3te2z4H2S-WJrYOeoxlUTn42Eid 1 Zxh9MO5FHJtwJibg MCjhzpFwG r14-0 6-1-8 14.3-12 21-0.0 29-8-0 33-4-0 38-3-6 44-4-0 F1-4-0� 6-1-8 8-2-4 6-8-4 8-8-0 3-6-0 4-11-6 6-0-10 6.00 12 7x10 = 6X8 = 0 28 2930 7 3X4 = 14 ---' Scale = 1:79.6 3x6 — 3x8 MT20HS 11 2x4 11 5xB = 4x6 11 i fi-1.8 6-�r8 1413-12 21-0-0 27-3-11 33-4-0 38-3-0 44-4-0 6.8-4 6J-11 Us 4.11.E LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING-, 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020[TP12014 CSI. TC 0.68 BC 0.72 WB 0.85 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.18 14 >999 240 -0.2815-16 >999 180 0.11 11 n/a n/a PLATES_ MT20 MT20HS Weight: 291 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 3-9-0 oc bracing: 20-22 3-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-19, 5-18, 6-16, 7-16 6-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) . Max Uplift 2=-303(LC 12), 22=-1113(LC 12), 11=-773(LC 12) Max Grav 2=275(LC 23), 22=2056(LC 17), 11=1720(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/409, 3-5=-2415/1349, 5-6=-2033/1322, 6-7=-1830/1264, 7-8=-2323/1479, 8-9=-2313/1352, 9-1 0=-1 6391904, 10-11=-1618/943 BOTCHORD 20-22=-2019/1118,'3-20=-187211162, 19-20=-216/333, 18-19=-1101/2276, 16-18=-830/1902, 15-16=-793/1775, 8-15=-220/299 WEBS 3-19=-892/1959, 5-18=-482/343, 6-18=-136/537, 7-16=-56/339, 7-15=-322/649, 12-15=-727/1539, 9-15=-298/848, 9-12=-1146/729, 10-12=-755/1535 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. &4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 2, 1113 lb uplift at joint 22 and 773 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applieddirectly to the bottom chord. February 2,2021 — -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE. PAGE Mil•7473 rev. 6119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is fo'r 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 bpp� T uilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI� IQi k* always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 Job 0 Truss Truss Type Qty Ply LOT 38/2 WATERSTONE T22687200 2625260 All SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL),, Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:34:55 2021 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-SizlpKgBH6jUJMN5IScPmaRMl3wgLpV?2_rJoazpFwE T1-4-(j 4-1-14 5-8 4 9-7-13 14-2-1 1%0-0 26-3-5 31-8-0 a3-4-0 38-3-12 44 4-0 T-4-0' 4-1-14 1-6-6 3-11-9 4-6-4 4-9-15 7-3-5 5-4-]1 1-8-0 4-11-12 0 5x8 = 2x4 11 6.00 12 7 3132 8 33 5x6 = 2x4 11 9 10 Scale = 1:82.4 s9 15 14 13 251Oxl6 MT20HS = 3x4 = 16 3x6 = 6x8 = 2x4 II 5x8 = 4x6 11 14-2-1 c9 MIQ N LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.67 Vert(LL) 0.77 24 >684 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.00 24 >532 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.55 13 n/a n/a BCDL 1.0.0 Code FBC2020/TP12014 Matrix -AS Weight: 302 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 `Except' 5-10-0 cc bracing: 23-25 4-25,19-23: 2x4 SP M 31, 10-15: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 5-21, 6-20, 7-18, 11-14 3-23: 2x4 SP M 31, 5-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=-1018(LC 12), 13=-907(LC 12) Max Grav 2=2071(LC 17), 13=1951(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3970/2006, 3-4=-9806/5031, 4-5=-9938/5147, 5-6=-4286/2348, 6-7=-3255/1906, 7-8=-2792/1774, 8-9=-2792/1774, 9-10=-2736/1732, 10-11=-274511618, 11-12=-1881/1060, 12-13=-1849/1092 BOT CHORD 2-25=-1931/3736, 23-25=-1632/3275, 22-23=-2847/5663, 21-22=-2848/5670, 20-21=-1954/3939, 18-20=-1396/3009, 17-18=-1103/2360, 10-17=-192/305 WEBS 3-25=-4576/2423, 3-23=-4375/8505, 5-23=-2316/4509, 5-22=-32/315, 5-21=-2035/1051, 6-21=-482/1179, 6-20=-1371/815, 7-20=-516/1257, 8-18=-391/417, 9-18=-443/913, 9-17=-283/582, 14-17=-871/1787, 11-17=-416/1141, 11-14=-1367/865, 12-14=-919/1786 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Extericr(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1018 lb uplift at joint 2 and 907 Ib uplift at joint 13. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 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/rPif 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 PlyTJobTReference 8/2 WATERSTONE T22687201 2625260 Al2 SPECIAL 1 (optional) Builders FirstSource (Plant City, FL),, Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:34:56 2021 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-wuXhOggp2PrLxWyHIA7elo_YETHU4Fg9HebsKOzpFwD T1 4-q 6-7-12 11-11-0 17-0-0 22-3-0 28-5-0 33-8-0 38-9-0 44 4-0 i 4-0 6-7-12 5-3 4 5-1-0 5-3-0 6-2-0 5-3-0 5-1-0 5-7-0 Scale = 1:79.6 5x6 = 5x6 = 3x4 = 5x6 = 6.00 12 5 28 29 6 30 7 31 32 8 L 12-A 21 iv 3x4 = 14 13 12 11 3x6 — 5x8 2.4 2x4 II 5x8 = 4x6 II 13-0-0 611-11-0 17-0-0 25-4-1 33-8-0 38-1-0 44.4-0 6-7-12 5-3.4 5-1-0 8-4-1 8-4-0 5-1-0 5-7-0 Plate Offsets (X,Y)— [3:0-3-0 0-3-0],[5:0-3-0 0-2-0],[6:0-3-0 0-3-0] [8:0-3-0 0-2-0] [11:Edge 0-3-8] [15:0-2-8 Edge] [19:0-7-12 0-3-4] [22:0-3-8 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.48 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC' 0.88 Vert(CT) -0.70 16-18 - >762 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.32 11 n/a n/a BCDL 10.0 Code FBC2020/TPI20.14 Matrix -AS Weight: 287 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-21,8-13: 2x4 SP No.3, 17-19,15-17: 2x4 SP No.1 10-0-0 cc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-18, 6-18, 7-15 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=306(LC 11) Max Uplift 2=-1012(LC 12), 11=-901(LC 12) Max Grav 2=2082(LC 17), 11=1955(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3884/1921, 3-4=-5056/2640, 4-5=-3656/2024, 5-6=-3269/1920, 6-7=-3272/1902, 7-8=-2425/1484, 8-9=-2764/1597, 9-10=-1825/1019, 10-11=-1861/1082 BOT CHORD 2-22=-1824/3612, 4-19=-507/1291, 18-19=-2312/4639, 16-1 8=-1 64413429, 15-16=-1507/3103, 8-15=-401/1014 WEBS 3-22=-11661761, 19-22=-1923/3797, 3-19=-464/1008, 4-18=-163 11937, 5-18=-572/1352, 6-18=-394/182, 7-16=-123/593, 7-15=-1040/590, 9-12=-1394/864, 10-12=-918/1779, 9-15=-422/1195,12-15=-829/1744 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(21R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1012 lb uplift at joint 2 and 901 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 raw. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify, the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible'personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 WaldoR, MO 20601 Tampa, FL 36610 Job ' Truss Truss Type city Ply LOT 38/2 WATERSTONE T22687202 2625260 A13 SPECIAL 1 1 Job Reference o tional .+auuc,o , um.�uwc tr,aui..uy, r�/, r,am.,ay. r.-0000r, 8.46U.5 rvoV JU LULU MI teK Inausrrles, mC. I ue reD Z Ub:J4:b6 ZUZI rage i ID:?l YDfilmYJ1 NmupVDA3te2z4H2S-sHeRRMs3al 63Ap6gQb96OD3s_GxzYB1 Sly4zPvzpFwB 11-4-Q 6-7-12 11-11-0 15-0-0 21-3-10 2%11-15 33-0-0 35-6-0 40-4-6 44-4-0 1-4-0-0 6-7-12 5-3-4 3-1-0 6-3-10 5-8-5 6 4-8-6 3-11-11 Scale = 1:82.3 5x6 = 6.00 12 5x6 = 3x4 = 2x4 11 6x8 = 5 29 6 30 7 31 8 9 23 22 L1 15 14 13 37 38 12 3x6 —_ 5x8 2x4 11 3x4 11 6x8 = 6x12 MT20HS = 6x12 MT20HS = 11-11-0 , 15-0-0 , 24-1-12 33-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.73 BC 0.94 WB 0.88 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Lid 0.52 21 >999 240 -0.84 17-19 >631 180 0.38 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 285 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-14: 2x4 SP No.3, 18-20,16-18: 2x4 SP No.1 6-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 `Except' 10-0-0 oc bracing: 20-22 20-23,9-16: 2x4 SP No.2 WEBS 1 Row at midpt 20-23, 6-19, 7-16, 9-13, 10-12 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=265(LC 11) Max Uplift 2=-1014(LC 12), 12=-907(LC 12) Max Grav 2=2068(LC 17), 12=1947(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3843/1930, 3-4=-4973/2643, 4-5=-4030/2223, 5-6=-3631/2073, 6-7=-3885/2175, 7-8=-2914/1743, 8-9=-2882/1729, 9-10=-2068/1233 BOT CHORD 2-23=-1836/3557, 4-20=-534/1187, 19-20=-2289/4507, 17-19=-1970/3968, 16-17=-1864/3732, 8-16=-250/303, 12-13=-710/1261 WEBS 3-23=-1138/771, 20-23=-1947/3715, 3-20=-449/954, 4-19=-1303/803, 5-19=-704/1551, 6-19=-576/291, 7-17=-68/480, 7-16=-1042/556, 13-16=-1022/2364, 9-16=-1417/2819, 9-13=-1810/945, 10-13=-237/850, 10-12=-2040/1216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(213) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1014 lb uplift at joint 2 and 907 lb uplift at joint 12. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19l2020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing KNOW 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/TPl1 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 38/2 WATERSTONE T22687203 2625260 A14C Half Hip 1 1 Job Reference o tional t3uiwers rlrstjource (mant city, rLJ, mant city, rL - 33b8F, 8.43U S NOV 311 2UZU mi I eK Inaustrles, Inc. I ue reb 2 Ub::34:59 2U21 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-LTCpfltiLKEwozhs_IgLwQc2bgl?HckbzcpXxLzpFwA 11.4-q. 6-9.4 13-0-0 19-5-5 25-10-11 32-4-0 38-2-4 4441-1 1-4-0 6-9-4 6-2-12 6-5-5 6-5-5 6-5-5 5-10-4 6-1-12 Scale=1:80.2 6.00 12 5x6 = 3x8 = 5x6 = 5x6 = 5x12 = 2x4 II 4x6 i 5 6 28 7 298 9 30 10 5x6 i 4 3 1.5x8 STP = 27 M 1 2 O 7x10 :: 9 1 1 7x10 17 16 15 4x10 MT20HS = 3x4 = 22 21 20 2x4 II - 13 12 31 11 5x8 = 2x4. II 3x8 = 2x4 II 3x6 = 6x8 = 3x6 = 2x4 2x4 19-5-5 LOADING (psf) TCLL ' 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.68 BC 0.89 WB 0.98 Matrix -AS DEFL. in Vert(LL) 0.68 Vert(CT) -0.90 Horz(CT) 0.43 (loc) I/deft L/d 20 >780 240 20 >591 180 11 n/a n/a PLATES MT20 MT20HS Weight: 285 lb GRIP 244/140 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end.verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-21,8-13: 2x4 SP No.3, 16-19,14-16: 2x4 SP No.1 10-0-0 oc bracing: 19-21 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-14, 9-14, 9-11 19-22,18-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size) 11=0-3-8, 2=0-8-0 Max Horz 2=467(LC 12) Max Uplift 11=-942(LC 12), 2=-987(LC 12) Max Grav 11=1863(LC 17), 2=2058(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3801/1796, 3-4=-5438/2812, 4-5=-4432/2349, 5-6=-4028/2180, 6-7=-4483/2392, 7-8=-3568/1898, 8-9=-3530/1877 BOT CHORD 2-22=-1928/3439, 4-19=-782/1593, 18-19=-2649/4840, 17-18=-2508/4607, 15-17=-2508/4607, 14-15=-2392/4472, 8=14=-321/321, 11-12=-790/1492 WEBS 3-22=-1585/1045, 19-22=-2136/3829, 3-19=-736/1443, 7-14=-1099/600, 12-14=-811/1548, 9-14=-1407/2607, 9-12=-350/373, 9-11=-2208/1167, 7-15=-4/334, 5-18=-785/1728, 6-18=-864/411, 4-18=-1519/863 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 3-1-3, Interior(1) 3-1-3 to 13-0-0, Exterior(2R) 13-0-0 to 19-5-5, Interior(1) 19-5-5 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 942 Ib uplift at joint 11 and 987 lb uplift at joint 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10114473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component,not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bT uilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi Aek° 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 ANSIlTPl1 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 LOT 38/2 WATERSTONE T22687204 2625260 A15 MONO HIP 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:00 2021 Page 1 ID:? 1 YDfItmYJ1 NmupVDA3te2z4H2S-pgm Bs1 tK6eMnQ7G2X?BaTe8Fy4c506DkCGZ4TnzpFw9 T1 4-0 6-4-4 11-0-0 16-7-12 24-0-11 %3-5 38-8-3 44 4-0 6 4 4 4-7-12 5-7-12 7 4 15 7-2-10 7-4-15 5-7-13 rNT.Wrm Scale=1:77.3 5x6 = 3x4 = 5x6 = 5x6 = 4x6 = 2x4 11 4 5 23 6 24 726 8 26 9 17 16 — c. — ry ce ou w i< ai oc 11 sa 3v 10 3x6 = 2x4 I 3x8 MT20HS = 3x4 = 3x4 = 4x6 = 6x8 = 3x8 = 4x6 = 6.4-4 11-0-0 35-10-4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.44 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 14-16 >778 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-11, 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10=-941(LC 12), 2=-1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1606, 5-6=-3768/1950, 6-7=-3557/1801, 7-8=-2333/1160 BOT CHORD 2-17=-1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772, 11-13=-1654/3139, 10-11=-895/1655 WEBS 3-16=-570/416, 4-16=-492/1224, 5-16=-1002/524, 5-14=-73/459, 6413=-395/382, 7-13=-270/768, 7-11 =-1 268/805, 8-11=-574/1494, 8-10=-2309/1265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-12, Interior(1) 16-7-12 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. -6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 941 lb uplift at joint 10 and 1015 lb uplift at joint 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511.912020 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 property Incorporate this design Into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. A#fional 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 ANSIITPl1 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 t Truss Truss Type Qty Ply LOT 3812 WATERSTONE T22687205 2625260 A16 MONO HIP 1 1 Job Reference o tional ouiwers rirsiouurce lriam ury, rLl, riant uty, rL - 50001, _ 0.43U s NOV OU ZUZU MI I eK inausines, Inca I ue I-eD Z Ub:Jo:UI ZUZI rage I ID?l YDfitmYJ1 NmupVDA3te2z4H2S-HsKa4NuytyUel HrF5jip?rhM2UOuIVJuRwidODzpFw8 r1-4-q 6 4-1 9-0-0 15-4-15 22-5-11 30-10-5 37-11-2 44-4-0 1-4-0 6.4-Y 2-7-15 6-4-15 7-0-13 8-4-9 7-0-13 - 6-4-14 5x6 = 3x4 = 5x6 = 6.00 12 4 22 235 24 6, 25 0 Scale=1:77.3 5x6 = 3x6 — 3x4 11 7 26 8 27 9 16 15 14 13 12 11 10 3x6 = 3x8 = 3x8 MT20HS = 3x4 = 3x4 = 3x6 = 6x8 = 4x6 = - 9-0-0 17-11-12 26-8-0 35-4-4 44-4-0 9-0-0 8-11-12 8-8-4 8-8-4 8-11-12 Plate Offsets (X,Y)-- .[4:0-3-0 0-2-0],[6:0-3-0,0-3-4] [7:0-3-0,0-3-4] 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 0.81 Vert(LL) 0.58 13-14 >912 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.74 Vert(CT)-0.74-13A4 >715 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 10 rile n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP Np.3 WEBS 1 Row at midpt 5-16, 8-10 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2=-1023(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1886, 3-4=-2955/1804, 4-5=-2639/1665, 5-6=-3823/2296, 6-7=-3768/2191, 7-8=-2542/1453 BOT CHORD 2-16=-1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380, 10-11=-1190/1959 WEBS 3-16=-302/352, 4-16=-583/1093, 5-16=-1284/753, 5-14=-136/443, 6-14=-299/318, 6-13=-339/369, 7-13=-233/573, 7-11 =-1 194/837, 8-11=-550/1186, 8-10=-2379/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14.to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. .7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 934 lb uplift at joint 10 and 1023 lb uplift at joint 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDEb MITEK REFERENCE PAGE Mil-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with M7ek"O 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 MITe'Ce is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems; see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904Parke 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 38/2 WATERSTONE T22687206 2625260 A17 Half Hip Girder 1 Job Reference o tional nuuaers t-irstaource trianr uty, raj, Viant ury, t-I_ - 33oa f, i1'4-4 7-0-0 9-11-0 15-2-0 '1-4-0 7-0-0 2-11-0 5-3-0 8.43U 5 NOV 3U 2U2U MI I eK Industries, Inc. Tue Feb 2 05:35:06 2021 Pagel ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-dg7T75y5hU6w82jCuGl_ivOFeVgkQsUdaCOOhRzpFw3 25-8-0 30-11-0 36-2-0 41-5-0 44 4-0 5-3-0 ' 5-3-0 1 5-3-0 1 2-11-0 Scale = 1:77.3 6x8 = 7x10 = 7x70 = 2x4 II 6.00 12 3 22 4 23 24 5 25 26 6 27 2829 307 31 32 8 33 34 35 9 36 37 10 38 1139 19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 1.5x8 STP = 7x10 = 7xl0 = 6x8 = . - , 7-0-0. , 12-6-8 1 17-9-8 _ - 23-0-8 28-3-8 - - , 33-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 * Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=276(LC 8) Max Uplift 12=-2052(LC 5), 2=-1875(LC 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6=-9762/5973, 6-7=-10094/6180, 7-8=-9288/5686, 8-9=-7365/4499, 9-10=-4313/2612 BOT CHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16=-6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19=-1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5-17=-453/887, 6-17=-625/588, 7-16=-81/387, 7-15=-987/758, 8-15=-610/1239, 8-14=-1916/1335, 9-14=-1232/2227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 Weight: 591 lb FT = 20 Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-7 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:.2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph,(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. . 11; Exp C; Encl., GCpi=0.18; MWFRS,(directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - 6) Provide adequate drainage to prevent water ponding. .7) All plates are 46 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 10) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 2052 lb uplift atjoint 12 and 1875lb uplift at joint 2. Continued on page 2 WARNING -Verify design parameters andREAD NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 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 MITe'(* Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI/ 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 Uob Truss Truss Type Qty Ply LOT 38/2 WATERSTONE T22687206 2625260 A17 Half Hip Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2.06:35:06 2021 Page 2 ID:? 1 YDfItmYJ 1 NmupVDA3te2z4H2S-dg7T75y5hU6w82jCuGl_ivOFeVgkQsUdaC00hRzpFw3 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 91 Ib down and 168 Ib up at 7-0-0, 91 Ib down and 168 Ib up at 9-0-12, 91 Ib down and 168 Ib up at 11-0-12, 91 Ib down and 168 Ib up at 13-0-12, 91 Ib down and 168 Ib up at 15-0-12, 91 Ib down and 168 Ib up at 17-0-12, 91 Ib down and 168 Ib up at 19-0-12, 91 Ib down and 168 Ib up at 21-0-12, 91 Ib down and 168 Ib up at 23-0-12, 91 Ib down and 168 Ib up at 25-0-12, 91 Ib down and 168 Ib up at 27-0-12, 91 Ib down and 168 Ib up at 29-0-12, 91 Ib down and 168 Ib up at 31-0-12, 91 Ib down and 168 Ib up at 33-0-12, 91 )b down and 168 Ib up at. 35-0-12, 91 Ib down and 168 Ib up at 37-0-12, 91 Ib down and 168 Ib up at 39-0-12, 91 Ib down and 168 Ib up at 41-0-12, and 91 Ib down and 168 Ib up at 43-0-12, and 145 Ib down and 152 Ib up at 44-2-4 on top chord, and 323 Ib down and 136 Ib up at 7-0-0, 66 Ib down at 9-0-12, 66 Ib down at 11-0-12, 66 Ib down at 13-0-12, 66 Ib down at 15-0-12, 66 Ib down at 17-0-12, 66 Ib down at 19-0-12, 66 Ib dawn at 21-0-12, 66 Ib down at 23-0-12, 66 Ib down at 25-0-12, 66 Ib down at 27-0-12, 66 Ib down at 29-0-12, 66 Ib down at 31-0-12, 66 Ib down at 33-0-12, 66 Ib down at 35-0-12, 66 Ib down at 37-0-12, 66 Ib down at 39-0-12, 66 Ib down at 41-0-12, and 66 Ib down at 43-0-12, and 106 Ib down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 3=-91(B) 11=-145(B) 12=-61(B) 19=-323(B) 5=-91(B) 16=-41(B) 8=-91(B) 13=-41(B) 22=-91(B) 23=-91(B) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B) 28=-91(B) 30=-91(B) 31=-91(B) 32=-91(B) 34=-91(B) 35=-91(B) 36=-91(B) 37=-91(B) 38=-91(B) 39=-91(B) 40=-41(B) 41=-41(B)42=-41(B) 43=-41(B) 44=-41(B) 45=-41(B) 46=-41(B) 47=-41(B) 43=41(B) 49=-41(B) 50=41(B):51=41(B) 52=-41(B) 53=-41(B) 54=-41(B) 55=41(13) ® 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 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 MiTe'C• 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/t 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 38/2 WATERSTONE T22687207 2625260 B03 COMMON SUPPORTED GAB 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL),, Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:07 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-60hrKRzjSoEnICIOS_pDF6xRVvDg9RxmpslyDtzpFw2 -1-4-0 9-4-0 18-8-0 20-0-0 ' 1-4-0 9-4-0 - 9-4-0 1-4-0 Scale = 1:37.5 4x6 = 3x4 = axo — 18-8-0 18-8-0 Plate Offsets (X,Y)-- [2:0-3-8 Edge], [2:0-2-8 Edge] [12:0-3-8,Edge] [12:0-2-8 Edge] [17:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. -in (loc) I/defl L/d PLATEIS . GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.02 13 n/r 120 BCLL 0.0 * Rep Stress ]nor YES WB 0.07 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 97 lb FT = 20% LUMBER- BRACING- TOP'CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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 18-8-0. (lb) - Max Horz 2=220(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 14 except 2=-303(LC 12), 12=-303(LC 12), 18=-112(LC 12), 19=-132(LC 12), 16=-112(LC 12), 15=-132(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 17, 18, 19, 20, 16, 15, 14 except 2=255(LC 1), 12=255(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-98/342, 7-8=-97/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 9-4-0, Corner(3R) 9-4-0 to 13-4-0, Extedor(2N) 13-4-0 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIf]PI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 10) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion perthe 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 designerto verify suitability of this product for its intended use. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14 except (jt=lb) 2=303, 12=303, 18=112, 19=132, 16=112, 15=132. 12) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. February 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1' 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 s Truss Type Qty Ply LOT 38/2 WATERSTONE �BOU4 T22687208 2625260 COMMON STRUCTURAL GA 1 1 Job Reference o tional nawwwc undid �Ity, rt_I, ridnc airy, rr. - aaoor, 8.43U s Nov 3U 2U20 MiTek Industries, Inc. Tue Feb 2 06:35:08 2021 Page 1 ID:ZzuNOAdEBoQdU2oWuKTi6czlUlk-aCFDYn_LD5MeNMlb?hKSoKTb31P4upsw2W lKzpFw1 -1-4-0 7-5-4 14-4-0 21-2-12 28-8-0 30-0-0 1-4-0 7-5-4 6-10-12 6-10-12 7-5-4 ,%-0 Scale = 1:56.8 4x6 = 6.00 F12 3x4 = 5x8 = 13 12 11 10 5x8 = 3x4 II 10-3-5 18-3-8 18 -11 - 28-8-0 10-3=5' 8-0-3 0- -3 10-3-5 Plate Offsets (X,Y)- [2:0-3 8,Edge], [2:0-2-8,Edge], [4:0-3-0,0-3-4], [5:0-2-0,0-0-8], [6:0-3-0,0-3-0], [8:0-4-0,0-3-1], [13:0-2-0,0-1-8], [13:0-4-0,0-3-0], [14:0-2-0,0-0-2], [14:0-4-0 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 0.63 Vert(LL) -0.16 14-39 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.77 Vert(CT) -0.3414-39 >650 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC2020IrP12014 Matrix -AS Weight: 201 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except (jt=length) 2=0-8-0 (lb) - Max Horz 2=322(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 2=-513(LC 12), 13=-740(LC 12), 8=-298(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 10, 8 except 2=830(LC 17), 13=1444(LC 19), 13=1274(LC 1), 8=276(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-888/536, 4-5=-665/438, 5-6=-162/571, 6-8=-68/395 BOT CHORD 2-14=-283/1006, 12-13=-257/267, 11-12=-257/267, 10-11=-257/267, 8-10=-257/267 WEBS 5-13=-1141/675, 6-13=-446/514, 5-14=-335/871, 4-14=-509/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-4-0, Extedor(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. -6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all area's where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. .9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except Qt=lb) 2=513, 13=740, 8=298, 8=298. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord Fahruary 9 9f191 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INOLUOEO 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, not a truss system. Before use, the building designer must verify the applicability of design parameters and. properly incorporate this design into the overall ���pp building design. Bracing indicated is to prevent buckling of individual truss web and/or'chord members only. Additional temporary and permanent bracing ITe'Ca is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 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 38/2 WATERSTONE T22687209 2625260 B05 COMMON 3 1 Job Reference (optional) ^a... �nry, ��h. Main any, �� - �� _ , 0.931.1 5 IVUV 3U LULU IVII I eK mousines, mc. i ue i-eb Z Ub:3b:U`J ZUZI rage 1 ID:ZzuNOAdEBOQdU2OWuKTi6czl Ulk-20pbl6_z_PUV?WSnZOshKXOmzin—d9C3GAE21mzpFwO -1-4-0. 7-5-4 144-0 � 21-2-12 28-8-0 30-0-0 1.4-0 7-5-4 6-10-12 6-10-12 7-5-4 1-4-0 Scale = 1:51.7 46 = 6.00 r12 5 I} 0 3x4 2x4 11 3x4 = 3x8 = 2x4 11 3x4 = 7-5-4 . 14-4-0 21-2-.12 28-8-0 7-5-4 6-10-12 6-10-12 7-5-4 " 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 0.62 Vert(LL) 0.15 10-19 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.60 Vert(CT) -0.20 10-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 HOrz(CT) 0.07 8 h/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix=AS Weight: 138 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=322(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1884/1201, 3-5=-1295/967, 5-7=-1295/967, 7-8=-1884/1201 BOT CHORD 2-13=-898/1703, 11-13=-898/1703, 10-11=-915/1638, 8-10=-915/1638 WEBS 5-11=-420/740, 7-11=-736/563, 7-10=0/299, 3-11=-735/563, 3-13=0/299 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Exterior(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load 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) oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) except Qt=lb)' 2=711,8=711. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 _.—._... --- -------- -----..._ ..-..._.... - -- ® WARNING- Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with Mn`ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of, individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ��vv A/���1T1el�.k' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ' ANS11TFl1 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 r Truss pe Oty Ply LOT 3812 WATERSTONET22687210 LHip 2625260 B06C 1 1 Job Reference o tional irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06;35;10 2021 Page 1 ID:? 1 YDfltmYJ1 NmupVDA3te2z4H2S-WbNzyS?bljcMcf1 z76NwtlZyZ67PMeQDVq_cgCzpFw? -1-4-0. 7-3-11 13-6-8 15-1-8 21-4-5 28-8-0 30-0-0 1.4-0 7-3-11 6-2-13 1-7-0 6-2-13 7-3-11 1-4-0 46 = 6.00 12 46 = '3x4 = 2x4 11 3x4 = 3x4 = 2x4 11 3x4 = 3x4 = 21-4-5 Scale = 1:54.7 Iv 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 1.0.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CS1. TC 0.57 BC 0.58 WB 0.73 Matrix -AS DEFL. in Vert(LL) 0.14 Vert(CT) -0.19 Horz(CT) 0.07 (loc) I/deft L/d 9-19 >999 240 9-19 >999 180 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=307(LC 11) Max Uplift 2=-711(LC 12), 7=-711(LC 12) Max Grav 2=1133(LC 1), 7=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1886/1170, 3-4=-1331/950, 4-5=-1120/927, 5-6=-1331/950, 6-7=-1886/1170 BOT CHORD 2-13=-859/1703, 11-13=-860/1699, 10-11=-437/1120, 9-10=-891/1635, 7-9=-890/1639 WEBS 3-13=0/295, 3-11=-713/533, 4-11=-231/378,,5-10=-231/378, 6-10=-714/532, 6-9=0/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-6-8, Extericr(2E) 13-6-8 to 15-1-8, Exterior(2R) 15-1-8 to 20-9-6, Interior(1) 20-9-6 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=711, 7=711. ,B) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 -------- ------- ® WARNING -Verify design pars meters and READ NOTES ON THIS AND INCLUDEb MITEK REFERENCE PAGE 0I-7473 rev. 5/19/2020 BEFORE USE... Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII 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 t Truss Truss Type Oty Ply LOT 38/2 WATERSTONE T22687211 2625260 B07C Roof Special 1 1 Job Reference o tional Bunaers rlrmource (Rant uty, FL), rlant uty, t-L - 33557, 8.430 s Nov30 2020 MiTek Industries,.lnc. Tue Feb' 2 06:35:11 2021 Page 1 I D:? 1 YDfitmYJ 1 NmupVDA3te2z4H2S-_nxMAoODWOkDEpcAhpugPy56f WOK58YMkUj9MezpFw_ 1 4-0 6-0-8 11-6-8 12-10-7 1 -11-0 21-6-12 28-8-0 30-0 0 1-4-0 5-6-0 1-3-15 2-1-8 6-6-12 7-14 1-4-0 4x6 = 4x6 = 5x6 Scale = 1:52.8 3x4 = 2x4 11 3x4 = 5x6 = 3x4 = 3x6 = 11-6-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.61 BC 0.86 WB 0.54 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.18 10-19 >999 240 -0.36 10-19 >952 180 0.07 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 153 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1302(LC 17), 8=1305(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2216/1310, 3-4=-1650/1083, 4-5=-1436/1072, 5-6=-1622/1231, 6-7=-1963/1264, 7-8=-2105/1267 BOT CHORD 2-13=-1042/2157, 12-13=-104212157, 11-12=-631/1573, 10-11=-484/1323, 8-10=-960/1827 WEBS 3-12=-676/472, 4-12=-160/404, 5-11=-614/470, 6-11=-512/844, 6-10=-411/883, 7-10=-448/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-6-8, Exterjor(2E) 11-6-8 to 12-10-7, Interior(1) 12-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Intedor(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water.ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711,8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 A WARNING-- Verify designparameters 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 buildingcomponent, 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 MI','�� 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. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job ' Truss Truss Type Oty Ply LOT 38/2 WATERSTONE T22687212 2625260 B08C Roof Special 1 1 Job Reference (optional) -••'••"`-•-' ••-'•""" Y �• �^ vnr, ten. -� ����� `^rr� `- - `""� - O.4OU s 1VOV OU GULU MI 1 eK InUUsirles, Inc. I ue r-eD Z Ub:=:12 2UZ1 rage l ID ? 1 YDfitmYJ1 NmupVDA3te2z4H2S-SzVkN81 rH Ks4szAMEXPOyAeHRwiogXnVz8Tjt5zpFvz -1-4-0 5-2-15 9-6-8 10-10-7 15-0-0 21-6-12 28-8-0 30-0-0 1-4-0 5-2-15 4-3-9 1-3-15 4-1-8 6-6-12 7-1-4 1-40 Scale = 1:52.8 4x6 = Iv 0 3x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 19-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.31 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.50 10-12 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 145 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1307(LC 17), 8=1310(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2187/1428, 3-4=-1899/1222, 4-5=-1689/1190, 5-6=-1948/1440, 6-7=-1989/1299, 7-8=-2131/1301 BOT CHORD 2-13=-1177/2150, 12-13=-836/1843, 10-12=-517/1326, 8-10=-958/1848 WEBS 3-13=-371/398, 4-13=-219/536, 5-12=-837/691, 6-12=-644/1028, 6-10=-4101931, 7-10=-442/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-6-8, Exterior(2E) 9-6-8 to 10-10-7, Interior(l) '10-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designedfor a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711,8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING —Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIh7473 rev. 5/19/2020 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 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 ANSIllI ll 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 38/2 WATERSTONE T22687213 2625260 B09 ROOF SPECIAL 1 1 Job Reference (optional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:13 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-wA26bU1 U2e?xT7IYoEwdUNBRoJ28Z?_fBoCGQXzpFvy -1-4-0 7-6-8 8-10-7 15-0-0 22-0-5 28-8-0 30-0-0 1-4-0 7-6-8 1-3-15 6-1-8 7-0-6 6-7-11 1,4-0 Scale=1:51.9 5x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.70 BC 0.97 WB 0.74 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ltd -0.29 10-12 >999 240 -0.49 10-12 >701 180 0.07 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1308(LC 17), 8=131 O(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2086/1289, 3-4=-1874/1296, 4-5=-2027/1372, 5-7=-1969/1242, 7-8=-2162/1302 BOT CHORD 2-13=-997/2022, 12-13=-1055/2159, 10-12=-510/1335, 8-10=-990/1885 WEBS 3-13=-218/618, 5-12=-560/1037, 5-10=-348/893, 7-10=-455/500, 4-12=-6631623, 4-13=-492/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II;. Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-6-8, Exterior(2E) 7-6-8 to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. FebYuary 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE. USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall pp //�� T building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing I Vl� k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShTP11 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 3112 WATERSTONE T22687214 2625260 B10 ROOF SPECIAL 1 1 Job Reference o lional Builders Firstsource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:14 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-OMcUog26px7o5HKIMyRsl bjcJjODIQ3oQSypyzzpFvx i -1-4-0 , 5-6-8 6-1-3-1510-7 1.0 5 10-11r3 15-0-0 22-0-6 28-8-0 30-0-0 ' 1-4-0 S-6-8 '' 3-4-14 0'--7-1'4 4-0-12 7-0-6 6-7-10 1.4-0 Scale = 1:51.9 46 = 3x4 = 3x4 = 5x8 = ' 3x4 = 3x4 = 3x4 Q 6-10-7 ' 5-6-8 '1-3-15 ' 3-4-14 Plate Offsets (X,Y)— f9:0-2-10,0-1-81 9-3-9 3-2-13 ' 5-10-4 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 0.65 Vert(LL) -0.31 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.52 11-13 >656 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1307(LC 17), 9=1308(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1343, 3-4=-2004/1314, 4-5=-2041/1267, 5-6=-2114/1449, 6-8=-1967/1225, 8-9=-2161/1287 BOT CHORD 2-14=-1073/2153, 13-14=-1199/2419, 11-13=-487/1331, 9-11=-990/1884 WEBS 3-14=-318/734, 4-14=-659/380, 4-13=-558/435, 5-13=-299/370, 6-13=-665/1163, 6-11=-353/898, 8-11=-457/507 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-6-8, Exteridr(2E) 5-6-8 to 6-10-7, Interior(1) 6-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord_ and any other members, with BCDL = 10.0psf. 17) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711,9=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1012020 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 A j��Tek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the �v fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7rP11 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 Type Qty Ply LOT 38/2 WATERSTONE �Bulss T22687215 2625260 ROOF SPECIAL 1 1 Job Reference o tional s FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:15 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-tYAsOA3kaFFfjRvxwfy5aoGmO7111xAyf5hNUQzpFvw -1-4-0 3-6-8 !1 10-7 7-11-8 15-0-0 22-0-5 28-8-0 30-0-0 1 4-0 3-6-8 1-3-15 3-1-1 7-0-8 7-0-6 6-7-11 1-4-0 Scale = 1:51.9 5x6 = 3x4 = 5x8 = 3x4 = 3x4 = 3x4 = 3x4 3-6-8 , 4-10-7 , 6-2-5 , 10-5-1 19-6-14 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.75 BC 0.96 WB 0.63 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in floc) I/defl. L/d -0.30 11-13 >999 240 -0.50 11-13 >687 180 0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 142lb FT=20% LUMBER- BRACING- TOP'CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Gram 2=1305(LC 17), 9=1307(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/1352, 3-4=-2573/1498, 4-5=-2971/1732, 5-6=-2056/1280, 6-8=-1961/1205, 8-9=-2155/1264 BOT CHORD 2-14=-1103/2255, 13-14=-1126/2342, 11-13=-490/1343, 9-11=-984/1878 WEBS 3-14=-475/958, 4-14=-1235/736, 5-14=-380/768, 5-13=-688/621, 6-13=-478/1042, 6-11=-345/890, 8-11=-456/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-6-8, Exterior(2E) 3-6-8 to 4-10-7, Interior(1) 4-10-7 to 15-0-0, Exterior(21R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to preventwater ponding. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=711, 9=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII7473 rev. 5/1.912020 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 ANS11rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Ply LOT 38/2 WATERSTONET22682625260 JlQty B12 Roof Special Girder 1 Job Reference o tional irstaource (rtant city, FL), want catty, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:16 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-LlkFD W4MKZNW KaU7TMU K60pzmX6dmMx5tIRwl szpFvv -1-4-0 1-6-8 2-10-7 6-2-13 10-3-5 15-0-0 21-5-2 25-7-8 1-4-0 1-6-8 1-3-15 3-4-6 4-0-8 4-8-10 6-5-2 4-2-6 Scale = 1:48.9 46 = 3x4 = 5x8 = 5x8 = 3x6 = 3x4 = 6x8 = 10-3-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in _ (Icc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.29 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.48 11-13 >641 180 BCLL 0.0 Rep Stress [nor NO WB 0.73 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -MS Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structuralwood sheathing directly applied or 2-11-7 oc purlins, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 2-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Horz 2=270(LC 7) Max Uplift 2=-653(LC 8), 10=-531(LC 8) Max Grav 2=1013(LC 13), 10=1061(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1799/910, 3-4=-2784/1346, 4-5=-3421/1710, 5-6=-1753/886,6-7=-1799/1041, 7-8=-1277/745 BOT CHORD 2-14=-871/1754, 13-14=-1046/2157, 11-13=-378/1011, 10-11=-521/1018 WEBS 3-14=-641/1469, 4-14=-1551/838, 5-14=-611/1317, 5-13=-572/434, 6-13=-286/307, 7-13=-520/1154, 7-11=-85/377, 8-1 0=-1 343/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=653,10=531. 18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 114 lb up at 1-6-8 on top chord, and 67 lb up at 1-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-4=-54, 4-7=-54, 7-9=-54, 10-15=-20 Concentrated Loads (lb) Vert: 3=73(F) 18=45(F) February 2,2021 A WARNING' -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 38/2 WATERSTONE T22687217 2625260 C1 Jack -Open 6 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30'2020 MiTek Industries, Inc. Tue Feb 2 06.35:17 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-pxldQr5_5sVNyk3J 14?ZfDLDexeRV_XF6PATZlzpFvu -1-4-0 0-11-4 1.4-0 0-11-4 Scale = 1:7.6 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loci I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 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 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load'shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=226. February 2,2021 �r ® 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 MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system.. Before use, the building designer must verify the, applicability of design parameters and properly Incorporate this design into the overall pp/� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing s �y� iTek" ialways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' ss Truss Type Qty ply. LOT 38/2 WATERSTONE TC3 T22687218 2625260 Jack -Open 4 1 Job Reference o ticnal Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:18 2021 Page 1 I D:zmbLkv5ELIDtgyehSMnND7z4_Wx-H7s?eB5csAdEaueW bnWoBRuNOKzTERnO L3wl5kzpFvt -1-4-0 2-11-4 1-4.0 2-11-4 Scale=1:12.7 2-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20-0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 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 FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Gram 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=245. February 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED Mn EK 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 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply LOT 3812 WATERSTONE T22687219 2625260 C5 Jack -Open 4 1 Job Reference o tional ouuucia niarauraw tram "'y, "I, rout "ty, r�- oaoor, 3x4 = o.4oU s iNov ou LULU mi t eK Inausines, Inc. I ue t-eD L Ub=':l y LULI rage I ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-IKQNrX6EdUl4B2Di9V11 keRUPkDQZtl XaifadBzpFvs 4-11-4 4-11-4 Scale=1:17.6 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 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 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=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Gram 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=128,2=196. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design._ Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IVI is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ��/p�ITek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality 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 City Ply LOT 38/2 WATERSTONE T22687220 2625260 D01 SPECIAL 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:20 2021 Page 1 ID:zmbLkv5ELlDtgyehSMnND7z4 Wx-DW_13t7tOntxpCouiCYGHszer8YpiC7hoNP8AdzpFvr -1-4-0 6-0-10 8-8-0 9 0- 15-3-0 22-0-0 23-4-0 1-4-0 6-0-10 2-7-6 0-4- 6-3-0 6-9-0 - 1-4-0 Scale = 1:45.6 4x6 11 5 iz 3Xb = 4x6 = 2x4 11 9-0-0 Or4-p 8-0-0 i8-8-0 15.3-0 21 ,0 22.0,0 . 0 7-8-0 - -- �0-8-01 6-3-0 85-0' 0 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [6:0-3-0,0-3-4] [8:0-2-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.12 14-19 >821 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.10 14-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 6-10-0 oc bracing: 11-13 SLIDER Left 2x4 SP No.3 -t 3-0-1, Right 2x4 SP No.3 -t 3-2-5 REACTIONS. (size) 2=0-4-0, 8=0-3-8, 14=0-4-0 Max Horz 2=425(LC 11) Max Uplift 2=-658(LC 12), 8=-833(LC 12), 14=-592(LC 12) Max Grav 2=442(LC 1), 8=630(LC 1), 14=710(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-432/761, 4-5=-285/653, 5-6=-291/634, 6-8=-585/1360 BOT CHORD 2-14=-460/243, 13-14=-460/243, 11-13=-659/328, 5-13=-281/59, 10-11=-962/575, 8-10=-969/577 WEBS 4-13=-242/398, 6-10=-406/263, 6-11=-523/994 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 at=lb) • 2=658,8=833,14=592. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. Forganeral guidance regarding the - - fabrication, storage, delivery, erection and bracing of trusses and truss systems,: see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qly Ply LOT 38/2 WATERSTONE T22687221 2625260 D01S MONO TRUSS 3 1 Job Reference o tional ouiiaers Pirstaource (Plant City, FL), Plant City, FL - 83bbt, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06;35:21 2021 Page 1 I D:zm b Lkv5 EL I Dtgyeh S M n N D7z4_Wx-h iX8 G D8V95?oRM N5Gw3Vp3 Ws MYrrRlpq 118h i3zpFvq -1-4-0 6-0-10 8-10-0 1-4-0 6-0-10 2-9-6 6x8 = 3x6 = Scale = 1:28.3 "- q-4-0 - 0-4-0 - 7-11-8 7-7-8 ". 8-10-0 - 0-10-8- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.25 6-10 >377 '240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.72 Vert(CT) 0.18 6-10 >527 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-3-8 Max Horz 2=332(LC 12) Max Uplift 2=-404(LC 12), 6=-408(LC 12) Max Grav 2=388(LC 1), 6=326(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/105 BOT CHORD 2-6=-395/202, 5-6=-395/202 WEBS 3-5=-300/587 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-4 zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=404, 6=408. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1VTPll 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, Parke 36s Job ' Truss Truss Type Qty Ply LOT 38/2 WATERSTONE T22687222 2625260 D02 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:22 2021 Page 1 ID:zmbLkv5ELl DtgyehSMnND7z4_Wx-9v5W UZ87wP7f3VxHgdbkMH3yCyCtA76_GhuEEWzpFvp -1-4-0 6-0-10 8-8-0 9 0 15-0-0 22-0-0 23-4-0 1-4,0 6-0-10: 2-7-6 0-4- 6-0-0 7-0-0 14-0 �1 5x6 11 axo — 3x6 = Scale=1:44.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.72 BC 0.67 WB 0.49 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.15 8-10 >999 240 0.13 8-10 >999 180 0.01 8 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 138 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-11: 2x6 SP No.2, 8-12: 2x4 SP No.2 P 8-9-0 oc bracing: 11-13 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=04-0, 8=0-3-8, 14=0-4-0 Max Horz 2=416(LC 11) Max Uplift 2=-599(LC 12), 8=-802(LC 12), 14=-681(LC 12) Max Grav 2=426(LC 1), 8=612(LC 1), 14=737(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-300/609, 4-5=-247/578, 5-6=-259/568, 6-8=-740/1337 BOT CHORD 2-14=-341/201, 13-14=-341/201, 11-13=-671/337, 5-13=-393/120, 10-11 =-1 009/615, 8-10=-997/614 WEBS 6-10=-389/255, 6-11=-571/1077, 4-13=-314/547 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS. (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may 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 maybe, 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. Fphrriant 9 9f191 ontinued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020BEFORE 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 A F�fZ�IIC.' 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/7P11 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 38/2 WATERSTONE T22687222 2625260 D02 GABLE 1 1 Job Reference o tional ... — —1— tri—k i Ry, r�l,, rndnr Katy, rt_ - 0000r, 6.43u S NOV 3U ZUZU mi I eK Industries, Inc. I ue Feb 2 06:35:22 2021 Page 2 NOTES- ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-9v5W UZ87wP7f3VxHgdbkMH3yCyCtA76_GhuEEWzpFvp 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=599, 8=802, 14=681. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the, top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING --Verify design parameters and READ NOTES ON THIS AND .INOLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE T Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa; FL 36610 Job ' Truss Truss Type City Ply LOT 38/2 WATERSTONE T22687223 2625260 E7 JACK -OPEN 37 1 Job Reference (optional) triant City, raj, mant uty, rL - JMb /, 8,430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:22 2021 Page 1 I D:YARq CUh M7owkV EMpPNjefGzAwvz-9v5W UZ87wP7f3VxHgdbkMH3vwy9xAEn_GhuEE WzpFvp -1-4-0 7-0-0 1 4-0 7-0-0 Scale = 1:22.6 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.22 4-7 >376 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >390 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=195, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. February 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. D• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 3112 WATERSTONE T22687224 2625260 E7V Jack -Open 3 1 Job Reference o tional ce (Pram city, FL), Plant city, FL - 33bb1, 8.430 s Nov30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:23 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-e5fuhv9lhiFWgtWTOL6zuUb3vLUVvhl7ULdomyzp Fvo -1-4-0 7-0-0 1-0-0 7-0-0 2 3x6 Scale = 1:22.6 Plate Offsets (X,Y)— [2:0-0-10,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 0.97 Vert(LL) 0.23 4-7 >356 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing 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) 3=200,2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ,A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply LOT 38/2 WATERSTONE T22687225 2625260 E7VA Jack -Open 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:24 2021 Page 1 ID:YARgCUhM7owkV EMpPNjefGzAwvz-6HDGuFANSONNlp5gx2dCRi8NRIw7e8GHj?NLJOzpFvn -1-4.0 7-0-0 1-4-0 7-0-0 9 3x4 Scale=1:22.6 LOADING (pig SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.09 6-12 >923 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.10 6-9 >864 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-120(LC 12), 2=-195(LC 12), 5=-46(LC 12) Max Grav 4=126(LC 17), 2=361(LC 1), 5=226(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-737/709 BOT CHORD 2-6=-996/840, 3-6=-807/957 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-3, Interior(1) 2-8-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL'=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=120,2=195. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 5/10/2020 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/TP17 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 3812 WATERSTONE T22687226 2626260 E7VB Jack -Open 1 1 Job Reference o tional oWuerS rnawumoc triaru i iy, FL), riani ury, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35.,25 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-aTne6bB7DKVEwzgsVl8R vhTu9BSNbWQyf6vrgzpFvm -1-4-0 4-1-8 7-0-0 1-4-0 4-1-8 2-10-8 2 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 FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 Scale = 1:22.8 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.75 Veit(LL) 0.24 6-12 >344 240 MT20 2441190 BC 0.81 Vert(CT) -0.22 6 >387 180 WB 0.00 Horz(CT) -0.07 5 n/a n/a Matrix -AS Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-156(LC 12), 2=-193(LC 12), 5=-25(LC 12) Max Gram 4=172(LC 17), 2=364(LC 1), 5=154(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-807/767 BOT CHORD 2-6=-1063/895, 3-6=-862/1025 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=156,2=193. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek1J 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 ANS//rPl1 Quality Criteria, OSB-89 and BCSI Building Component Blvd. 6904 Parke East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 36610 East Job' ' ` Truss Type City Ply LOT 38/2 WATERSTONE �EIIC T22687227 2625260 Jack -Open 1 1 Job Reference (optional) ce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:26 2021 Page 1 I D:YA Rq C U h M7 owkV E Mp P Nj of GzAwvz-2g LOJwC d_d d 5X7 F23Tfg W 7 D d OZd K6? IZ BJ s S N Hzp Fvl 1 4-0 2-1-8 4-8-2 7-0-0 1-4-0 2-1-8 2-6-10 2-3-14 Scale = 1:22.6 IT 0 3x6 3.00 12 2-1-8 7-0-0 2-1-8 4-10-8 Plate Offsets (X,Y)— [2:0-0-10,Edge), [3:0-9-7 0-3-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) 0.16 3 >528 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.44 Vert(CT) -0.16 3-7 >506 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.12 .6 n/a We BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 31 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 12) Max Uplift 5=-32(LC 12), 2=-224(LC 12), 6=-162(LC 12) Max Grav 5=24(LC 17), 2=313(LC 1), 6=257(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-269/67 BOT CHORD 3-7=-558/328 WEBS 4-7=-438/749 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing 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) 5 except Ot=lb) 2=224, 6=162. �8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing KNOW 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 ANSUTPI1 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' r ' Truss Truss Type Qty Ply LOT 38/2 WATERSTONE T22687228 2625260 F01 GABLE 1 1 Job Reference (optional) OUHU� 5 r1ar0Uu1cc triaor Goy, FL), riami Chy, FL - ssooi, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:27 2021 Page 1 I D:zm b Lkv5ELl DtgyehS Mn N D7z4_Wx-WsvPXGCGlxl y9 H q EdAAv3KmvNz?ArV Bj Pzb?vjzp Fvk -1-4-0 4-4-0 8-8-0 10-0-0 1-4-0 4-4-0 4-4-0 1-4-0 4x6 = s,ra Scale = 1:21.5 5x8 = 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 FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-103(LC 10) Max Uplift 2=481(LC 12), 6=481(LC 12) Max Grav 2=393(LC 1), 6=393(LC 1) 8-4-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TC 0.37 Vert(LL) 0.01 8-17 >999 240 MT20 244/190 BC 0.28 Vert(CT) -0.01 8-17 >999 180 WB 0.05 Horz(CT) -0.00 6 n/a n/a Matrix -AS Weight: 45 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-310/537, 4-6=-310/537 BOT CHORD 2-8=-250/250, 6-8=-250/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-4-0, Extedor(2R) 4-4-0 to 8-2-0, Interior(1) 8-2-0 to 10-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If 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) except Qt=lb) 2=481, 6=481. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 2,2021 ® WARNING -Verily design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE -PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design Is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIMP11 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' r Truss Truss Type Qty Ply LOT 38/2 WATERSTONE T22687229 2625260 H7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) ououeis ruswuurce tnant 04y, FL),; riani City, rL - 00001, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:29 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-SF09yyE W HYOgOa_dkbDN8lrEimemJKzOtH46_czpFvi 1-10-10 5-2-5 9-10-13 1-10-10 5-2-5 4-8-8 Scale = 1:22.1 o v 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 NO BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) CSI. DEFL. in (loc) I/defl Ud - PLATES GRIP TC 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 BC 0.46 Vert(CT) -0.07 6-7 >999 180 WB 0.36 Horz(CT) 0.01 5 n/a n/a Matrix -MS Weight: 43 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/459 BOT CHORD 2-7=-524/693, 6-7=-524/693 WEBS 3-7=-26/286, 3-6=-751/568 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl.,*GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=147, 2=349, 5=178. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 64 lb down and 18 lb up at 1-5-12, 5 lb down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37 lb down and 155 lb up at 7-1-10, and 37 lb down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1:25, Plate Increase=1,25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-75(F=-37, B=-37) 15=-10(F=-5, B=-5) 16=-57(F=-28, B=-28) February 2,2021 ® WARNING— Verily 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 MlekOO 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 ANShTP11 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' r • Truss Qty Ply LOT 38/2 WATERSTONE �Truss`rype T22687230 2625260 H17 DIAGONAL HIP GIRDER 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. TUB Feb 2 06:35:28 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-2SnkcDuWFupnQPRAuhBbY15vMO1ayGsedLZS9zpFvj -1-10-10 2-2-3 1-10-10 2-2-3 Scale = 1:9.1 2-2-3 Plate Offsets (X,Y)-- j2:0-2-10,0-0-21 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 0.32 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.11 Vert(CT) 0.00 7>999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=109(LC 8) Max Uplift 3=-61(LC 1), 2=-249(LC 8), 4=-46(LC 1) Max Grav 3=51(LC 8), 2=165(LC 1), 4=40(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=249. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-5-12, and 60 lb down and 75 lb up at 1-5-12 on top chord, and 48 lb up at 1-5-12, and 48 Ib up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard .1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=1 50(F=75, B=75) 9=51 (F=26, B=26) February 2,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. OF Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa; FL 36610 Job' 1 Truss Truss Type Qty Ply LOT 3812 WATERSTONE T22687231 2625260 P61 VALLEY 4 1 Job Reference o tional o rumww 1. tr onr any, rL-i, naiu'Ity, ram-ooaor, e AOU 5 NUV 3U ZUZU MI I eK Inausines, Inc. I ue VeD Z Ub:Jb:6u 2UZl rage 1 ID?1YDfItmYJ1NmupVDA3te2z4H2S-wRaX91F81s8XOkZplJkchzOQnA3D2rY96xggW2zpFvh 8-8-0 4-4-0 4x6 = 3 Scale=1:16.7 6 3x6 = 2x4 II 3x6 = 8-8-0 date Uttsets (A,Y)-- tZ:U-5-12,U-U-UI,.t4:0=5-12 0-0-0j 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 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a Ilia 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 .4 n/a n/a BCDL 10.0 Code FBC2020rr.P12014 Matrix-P Weight: 27 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. All bearings 8-8-0. (lb) - Max Horz 1=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. February 2,2021 ® WARNING: -Verify design parameters and READ -NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p /� building design. Bracing indicated into 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 ANSI 11 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 Jobs ° Truss Truss Type Qty Ply LOT 38/2 WATERSTONE T22687232 2625260 PB2 VALLEY 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:31 2021 Page 1 ID:71YDfltmYJ1 NmupVDA3te2z4H2S-Pd8vNeFmo9GNeu7OsOFrDAwbXaPSnloIKbZD2UzpFvg 4-0-0 4-4-0 4-8-0 8-8-0 4-M 0-4-0 0.4.0 4-0-0 Scale=1:17.2 4x6 = 6 3x6 = 2x4 II 3x6 = Plate Offsets (X Y)— [2:0-5-12,0-0-0] [4:0-5-12 0-0-01 LOADING (psi) SPACING- 270-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress ]nor YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 26 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. All bearings 8-8-0. (lb) - Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. February 2,2021 WARNING- Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. MTelc® ' Design valid for use only with connectors. This design Is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding'the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job' Truss Truss Type Cty Ply LOT 38/2 WATERSTONE T22687233 2625260 P83 VALLEY 2 1 Job Reference o tional Builders Firstsource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 2 06:35:32 2021 Page 1 ID:?1 YDfitmYJ1 NmupVDA3te2z4H2S-tgila_GOZTOEF2iCPkm4mOTni_kbWk4SZFJmbwzpFvf 2-0-0 4-4-0 6-8-0 8-8-0 2-6-6 2-4-0 2-4.0 2-0-0 3x4 = 3x8 II 3x4' _ 6.00 12 3 9 4 10 5 2x4 = 2x4 = Scale=1:16.5 O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress [nor YES WB 0.14 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2020rrP]2014 Matrix-S Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Harz 1=35(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2 except 8=-142(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-199/367, 3-4=-192/367, 4-5=-192/367, 5-6=-192/370 BOT CHORD 2-8=-258/148, 6-8=-258/148 WEBS 4-8=-218/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 2-0-0, Exterior(2R) 2-0-0 to 6-0-0, Intedor(1) 6-0-0 to 6-8-0, Exterior(2E) 6-8-0 to 8-4-1 zone;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. *8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2 except (jt=1b) 8=142. 9) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 8. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. February 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14-1 3/4" Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0" r For 4 x 2 orientation, locate plates 0- 'r+e' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 BOTTOM 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 8� D MiTek Engineering Reference Sheet: Mll-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 all portions of this design (front, back, words and pictures) before use. Reviewing.pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.