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Home My WebLink AboutTruss258 Southhall Lane, Suite 200 Maitland, Florida 32751 D 8 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENOINEERINO ASSOCIATES L , ,A, February 17, 2021 Building Department Ref: Adams Homes Lot: Lot 24 Blk.1 Subdivision: Fort Pierce - Waterstone - Address: 5356 Lugo St. Model: 1720 A LHG 3CF ,per KA # 21-1772 :,S% Fa Truss Company: Builders First Source Date of drawings: 2/12/21 q �� Job No.: 2644819 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate -all indicated loads. We approve the truss package without comment -based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by The Truss Engineer. ¢,= Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details - shown in the construction documents.' Contractor or sub contractor is. also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes anPI e! I I fill-, techniques; and coordinating work with all other trades. e1% v� . P C Note: Truss ID s may vary. d0, •.• N C s�.09�.d , / µ ® • If you have any questions, please do not hesitate to call. mpg S ��.� _. Sincerely, Z.0 •;'�` TF .O z ®s ,� p 2/17/2021 Ar •�„g p j �`p��> aaleeee Carl A. Brown, P.E. Luis Pablo orres, P.E. 1 FL. # 56126 FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2644819 - LOT 24/1 WATERSTONE MiTek USA, Inc. Site Information: 66904 Parke 3East pLABllv�d1.5 Customer Info: Adams Homes Port St Lucie Project Name: 2644819 Model: 1720 kT5, 10X20 NAI Lot/Block: 24/1 Subdivision: WATERSTONE Address: 5356 LUGO ST, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 37 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22819362 A01 2/12/21 23 T22819384 D01 2/12/21 2 T22819363 A02S 2/12/21 24 T22819385 D02 2/12/21 3 T22819364 A03S 2/12/21 25 T22819386 E5P 2/12/21 4 T22819365 A04 2/12/21 26 T22819387 E7 2/12/21 5 T22819366 A04A 2/12/21 27 T22819388 E88V 2/12/21 6 T22819367 A05 2/12/21 28 T22819389 E88VA 2/12/21 7 T22819368 A06 2/12/21 29 T22819390 1-15P 2/12/21 ?�.c 8 T22819369 A07 2/12/21 30 T22819391 H7 2/12/21 9 T22819370 A08 10 2/12/21 10 31 T22819392 H7V 2/12121 0" T22819371 A09 2/12/21 32 T22819393 K01 2/12/21 11 T22819372 A10 2/12/21 33 T22819394 K02 2/12/21 12 T22819373 B01 2/12/21 34 T22819395 K03 2/12/21j0h, 13 T22819374 B02 2/12/21 35 T22819396 P03 2/12/21 14 T22819375 C1 15 2/12/21 36 T22819397 PO4 2/12/21 CQ °'?X T22819376 C1 P 2/12/21 37 T22819398 P05 2/12/21 O 16 T22819377 C1 V 2/12/21 E 17 T22819378 C3 2/12/21 18 T22819379 C3P 2/12/21 19 T22819380 C3V 2/12/21 20 T22819381 C5 2/12/21 21 T22819382 C5V 2/12/21 22 T22819383 C7V 2/12/21 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 v designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design perANSI/TPI 1, Chapter2. February 12,2021 Velez, Joaquin 1 of 1 Job Truss Truss Truss Type Qty Ply LOT 24/1 WATERSTONE 2644819 Roof Special Structural Gable 1 1 T22819362 Builders FirstSource IPlant City F1 1 P1,nt cuv P1 - zua� Job Reference(optional) • • — ---- a rvuv Ou cacu Iw11 eK mausirles, Inc. I nu heD 11 16:bl:4U 2021 Page 1 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-nU7VgzJc2jVxaA3Rahq)TecOkfuN9bG Wg7j6DOzm7HX 1 4-0 6-0-0 11-11-4 19-0-0 19 -0 25-1-13 31-3-11 38-0-0 9 4- 1 4-0 6-0-0 5-11 4 7-0-12 0- -0 5-11-13 6-1-13 6-8-5 1-4-0 5x8 = 6.00 12 8 9 5x8 = 1.5x8 STP = 1 25 18-10-0 1 6x8 = 3x6 = Scale = 1:75.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.12 30-31 >722 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.19 30-31 >477 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.05 17 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 252 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. 6-32: 2x4 SP No.1, 25-28,17-25: 2x4 SP No.2 P WEBS 1 Row at midpt 10-27 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-10-0 except (jt=length) 2=0-8-0, 32=0-7-4. (lb) - Max Horz 2=-418(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 29, 23, 20 except 2=-544(LC 12). 27=-106(LC 12), 26=-113(LC 12). 24=-154(LC 12), 22=-462(LC 12), 19=-249(LC 12), 17=-326(LC 12), 32=-539(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 28, 28, 27, 26, 24, 23, 21, 20, 17, 17 except 2=538(LC 21), 29=711(LC 17), 22=516(LC 18), 19=394(LC 18), 32=1014(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-679/507, 4-5=-496/530, 5-6=-322/394, 6-8=-265/606, 8-9=-245/516, 9-10=-255/695, 10-11=-248/659, 11-12=-212/586, 12-14=-164/500, 14-15=-197/517, 15-17=-64/290 BOT CHORD 2-33=-273/528, 32-33=-273/528, 31-32=-624/470, 6-31=-442/510, 9-29=-404/17 WEBS 4-33=0/258, 15-22=-454/495, 5-32=-655/342 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=6ft; 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 19-0-0, Extedor(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 40-0-0 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 ANSIIrPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f{) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Continued on page 2 February 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with Mi rek®oonnectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and, properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality criteria, DSE-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 24/1 WATERSTONE 2644819 A01 Roof Special Structural Gable 1 1 T22819362 Job Reference o tional ----------'------ '-"'-"�•'-�• •-"`-"�•'- """"'• o.40UbIVUvJUGULUMIIeKmouslnes,Inc. Inut-eDIII U:b1:4U2U21 rage2 NOTES- ID:v3HtyczpYvZl1rn?gXrhK6yOc4g-nU7VgzJc2jVxaA3RahcjTecOkfuN9bGWg7j6DOzm7HX 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 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 designer to verify suitability of this product for its intended use. 10) Bearing atjoint(s) 29 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 23, 20 except (jt=lb) 2=544, 27=106, 26=113, 24=154, 22=462, 19=249, 17=326, 32=539, 17=326. 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 INCLUDED MITEKREFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall _ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek 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. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job V Truss Truss Type Qty Ply LOT 2411 WATERSTONE 2644819 A02S ROOF SPECIAL 3 1 T22819363 R„11 lc °' tS PI t - FL Job Reference (optional) eh 0 vs ource ( an tty, ), Plant Clty, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:51:41 2021 Page 1 ID:v3HtyczpYvZl1m?gXrhK6yOc4g-GhhttJKEpldoCKed8PLyOs9Bx3B0uz7f2nTgmSzm7HW 1-4-0 6-7-10 8-8-0 12-9-13 18-0-12 1 -025-2-3 31-3-11 38-0-0 1-4-0 6-7-10 2-0-6 4-1-13 5-27 -11 6-2-3 6-1-8 6-8-5 3x6 = 6.00 F12 3x4 11 5 6 13 GO 12 10 1.5x8 STP = 3x6 = ylq 11 3x6 3x6 : 3.00 12 6x8 = 3x4 = 31-3-11 Scale = 1:69.3 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/FPI2014 CSI. TC 0.52 BC 0.66 WB 0.81 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.21 14-15 >999 240 -0.42 14-15 >518 180 0.11 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 196 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 WEBS 1 Row at midpt 7-13 REACTIONS. (size) 2=0-8-0, 13=0-7-4, 9=Mechanical Max Horz 2=412(LC 11) Max Uplift 2=-577(LC 12), 13=-637(LC 12), 9=-485(LC 12) Max Grav 2=732(LC 17), 13=1840(LC 17), 9=906(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1803/1351, 3-4=-144011135, 4-5=-200/448, 5-6=-171/477, 6-7=-1411437, 7-8=-831/682, 8-9=-1459/898 BOT CHORD 2-15=-1113/1927, 14-15=-363/534, 13-14=-1292/431, 5-14=-574/60, 12-13=-302/622, 10-1 2=-673/1250, 9-1 0=-673/1250 WEBS 4-15=-491/1348, 4-14=-865/662, 7-12=-158/639, 8-12=-725/469, 8-10=0/258, 7-13=-10121681, 3-15=-445/437 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. 11; 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, Interior(1) 23-0-0 to 38-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSIffPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8j Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=577, 13=637, 9=485. 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. A' February 12,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ,building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with 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 I ss Truss Type Qty Ply LOT 24/1 WATERSTONE �T'U T22819364 2644819 A03S ROOF SPECIAL 7 1 Job Reference (optional) rs FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:51:42 2021 Page 1 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-ktFF4fLtaKlfgUDgi6sBZ3iGASTpdP_pH RCDluzm7HV 14-0 6-7-10 12-9-13 19-0-0 25-2-3 314-6 38-0-0 14-0 6-7-10 6-2-3 6-2-3 6-2-3 6-2-3 6-7-10 F.; 5x8 ; 3.00 12 5x6 = 13 1L 2x4 11 3x6 = 28-1-14 6x8 = Scale = 1:66.2 3x6 = 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/TPI2014 cSL TC 0.94 BC 0.94 WB 0.89 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.62 16-17 >739 240 -0.78 16-17 >583 180 0.37 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD Structuralwood sheathing directly applied. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 2-17,10-12: 2x4 SP No.1 WEBS 1 Row at midpt 11-15 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=412(LC 11) Max Uplift 2=-904(LC 12), 10=-786(LC 12) Max Grav 2=1486(LC 1), 10=1412(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4686/2790, 35=-4393/2613, 5-6=-2582/1718, 6-7=-2089/1434, 7-9=-2435/1573, 9-10=-2671/1682 BOT CHORD 2-17=-2463/4400,16-17=-1449/2763,15-16=-754/1802,10-11=-1376/2353 WEBS 3-17=-307/381, 5-17=-905/1807, 5-16=-1044/789, 6-16=-675/1133, 11-15=-1106/2122, 7-15=-518/455, 9-11=-407/439, 6-15=-431/782 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, Intedor(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 38-0-0 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) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=904, 10=786. J) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 12,2021 A WARNING - Verily 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 MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall _ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we 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 I Truss Truss Type Qty Ply LOT 2411 WATERSTONE T22819365 2644819 A04 Roof Special 6 1 Job Reference (optional) ouuuc,S nwwuuwc tram i.ay, rLI, ndnt Uty, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:51:44 2021 Page 1 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-gGNOVLM76y7N3nNCpXvfeUncAG9m4JC51lhKMnzm7HT 1 1-4-04-0 1 -7-106-7-10 12-9-13 19-0-0 25-2-3 31-4-6 3.8 0% 9-4-0 6-2-3 6-2-3 6-2-3 6-2-3 6-7-10 1-4-0 Scale = 1:67.7 5x6 = 6.00 12 M O 5x8 5x8 :Z 3.00 F12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.71 13-14 >642 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.91 Vert(CT) -0.9913-14 >460 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.60 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 192 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structuralwood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-14,8-10: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=418(LC 11) Max Uplift 2=-906(LC 12), 8=-906(LC 12) Max Grav 2=1698(LC 17), 8=1698(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5537/2734, 3-4=-5245/2548, 4-5=-2933/1694, 5-6=-2852/1687, 6-7=-4937/2555, 7-8=-5236/2733 BOT CHORD 2-14==2319/5329, 13-14=-1341/3393, 11-13=-681/2153, 10-11=-1366/3014, 8-10=-2351/4732 WEBS 5-11=641/1368, 6-11 =-1 134/780, 6-10=-869/2037, 7-10=-306/383, 5-13=-638/1432, 4-13=-1202/777, 4-14=-860/2219, 3-14=-294/383 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 Extedor(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 39-4-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6,I)i * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=906, 8=906. 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 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criterla, 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 V — t russ type Qty Ply LOT 24/1 WATERSTONE T22819366 2644819 A04A 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. Thu Feb 11 18:51:45 2021 Page 1 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-8SxOjhNIIF7DhxyPNEQuAiKnJgV4pkKFzPRtvDzm7HS 1-4-0 6-7-10 8 8-0 12-9-13 18-4-0 1 -0 0 22-2-0 29-4-0 31-4-6 38-0-0 9-4-0 1 4-0 6-7-10 2-0-6 4-1-13 5-6-3 -8- 3-2-0 7-2-0 2-0-6 6-7-10 1.4-0 Scale = 1:67.7 zcn 0 5x8 = 6.00 12 2x4 11 6 7 5x8 3.00 F12 5x8 18-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 Vert(LL) 0.99 15-16 >459 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.91 Vert(CT) -1.2915-16 >352 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.91 11 n/a n/a BCDL 10.0 Code FBC2020lrPI2014 Matrix -AS Weight: 229 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. 2-19,11-13: 2x4 SP No.1, 6-17,8-14: 2x4 SP No.3, 15-16: 2x6 SP No.2 WEBS 1 Row at midpt 16-18, 13-15 WEBS 2x4 SP No.3 *Except* 16-18,13-15: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-418(LC 10) Max Uplift 2=-906(LC 12), ll=-906(LC 12) Max Grav 2=1478(LC 1), 11=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4602/2684, 3-4=-4396/2567, 4-5=-3068/1890, 5-6=-3736/2085, 6-7=-3614/2172, 7-8=-5095/2960, 8-9=-5212/2822, 9-10=-4458/2615, 10-11=-4601/2675 BOT CHORD 2-19=-2277/4351, 18-19=-1961/4001, 6-16=-73/304, 15-16=-ll1512989, 8-15=-291/418, 11-13=-2292/4146 WEBS 4-19=-569/1207, 4-18=-1451/782, 5-18=-723/380, 16-18=-1496/3160, 5-16=-7/576, 7-16=-1043/1676, 13-15=-2252/4254, 9-13=-608/407, 7-15=-1546/2585, 9-15=-190/835 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 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, Interior(1) 23-0-0 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 11 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 Qt=lb) 2=906,11=906. 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 12,2021 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 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 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply LOT 2411 WATERSTONE T22819367 2644819 A05 ROOF SPECIAL 1 1 Jab Reference (optional) u'yc t1 loll y' Y ' L/ r'a"r y'ry rL 000er, ID:v3HtyczpYvZl lrn?gXrhK6y0 4g emUmwlONeZF415Xbxyx7jvsyf4gCYFkOC3ARRf Page 19-4-0 1-4-0 6-7-10 12-9-13 18-8-0 1 25-2-3 31-416 38-0-0 1-4-0 6-7-10 6-2-3 5.10-3 0-4-0 5-10-3 6-2-3 6-7-10 1-0-0 0-4-0 Scale = 1:72.3 6x12 MT20HS = 6.00 12 5x8 = 3.00 12 5x8 Zz LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.91 BC 0.92 WB 0.72 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.69 13-14 >661 240 -0.97 13-14 >472 180 0.59 8 n/a n/a PLATES MT20 MT20HS Weight: 192 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,6-9: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 'Except* 12-14,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-11,5-13: 2x4 SP No.1 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=415(LC 10) Max Uplift 2=-906(LC 12), 8=-906(LC 12) Max Grav 2=1699(LC 17), 8=1699(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5537/2676, 3-4=-5245/2489, 4-5=-2936/1644, 5-6=-2855/1648, 6-7=-4940/2512, 7-8=-5238/2694 BOT CHORD 2-14=-2263/5326, 13-14=-1284/3391, 11-13=-667/2174, 10-11=-1332/3015, 8-10=-2315/4734 WEBS 5-11=-619/1344, 6-11=-1105/755, 6-10=-862/2036, 7-10=-306/384, 5-13=-612/1407, 4-13=1171/748, 4-14=-847/2217, 3-14=-294/383 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 19-0-0, Extedor(2R) 19-0-0 to 24-7-14, Interior(1) 24-7-14 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=906,8=906. 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 12,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17rPN 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 Oty Ply LOT 24/1 WATERSTONE 2644819 A06 Hip 1 1 T22819368 Job Reference o tional a� O lnai a i'Ly, ry, rianr uny, rL - aaoor, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:51:48 2021 Page 1 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-Z1 cWLiPd9AVoYPgz2NzboKxlYtW MOAYhfNfYVYzm7HP 14-0 6-7-10 12-9-13 16-6-0 21-4-0 25-2-3 31-4-6 38-0-0 94-0 14-0 6-7-10 6-2-3 3-101 4-8-0 3-10-3 6-2-3 6-7-10 14-0 5x8 = 6.00 12 5x6 = ZZ 5x8 3.00 12 5x8 Scale = 1:70.3 Plate Offsets (X Y)— [2:0-2-7 Edgel r4.0-3-0 Edge] [6:0-6-0 0-2-81 oou [T0-3-0 0-2-01 [9.0-3 0 Edge] [11:0 2 7 Edge] [13.0 4 0 0 3 4] rl7 0 4 0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.74 15-17 >614 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.94 Vert(CT) -1.02 15-17 >445 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.59 11 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 199 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. 2-17,11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-371(LC 10) Max Uplift 2=-906(LC 12), 11=-906(LC 12) Max Grav 2=1478(LC 1), 11=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4668/2807, 3-5=-4370/2613, 5-6=-2364/1593, 6-7=-2078/1495, 7-8=-2365/1605, 8-10=-4369/2644, 10-11=-4668/2837 BOT CHORD 2-17=-2387/4388, 15-17=-1359/2716, 14-15=-883/2076, 13-14=-1406/2687, 11-13=2447/4214 WEBS 3-17=-322/401, 5-17=-892/1839, 5-15=-1028/754, 6-15=-494/900, 7-14=-477/836, 8-14=-963/760, 8-13=-910/1726, 10-13=-334/401 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 16-8-0, Exterior(2E) 16-8-0 to 21-4-0, Extedor(2R) 21-4-0 to 26-11-14, Interior(1) 26-11-14 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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. 61' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) ' 2=906, 11=906. 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 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLubED MITEK REFERENCE PAGE 101II-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing s MiTek• 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 ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply LOT 2411 WATERSTONE T22819369 2644819 A07 Hip 1 1 Job Reference o tional nstaumue triant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:51:49 2021 Page 1 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-1 DAvY2QGwUdf9YFAc4UgLYUTtHsElcequ1 P52_zm7HO 1-4-0 6-7-10 12-9-13 14-8-0 19-0-0 23-4-0 25-2-3 31-4-6 38-0-0 9-4- 1-4-0 6-7-10 6-2-3 1-10� 4-4-0 4.4-0 1-10-3 6-2-3 6-7-10 1-4-0 5x6 = 6.00 12 3x4 = 5x6 = 5x6 i 6 27 7 28 8 5x6 5x8 3.00 12 5x8 zzz Scale = 1:70.3 c? 1N 146 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.71 14-15 >646 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.09 15-16 >419 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.60 12 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix -AS Weight: 200 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. 2-18,12-14: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Harz 2=-330(LC 10) Max Uplift 2=-906(LC 12), 12=-906(LC 12) Max Grav 2=1704(LC 17), 12=1704(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5497/2854, 3-5=-5189/2649, 5-6=-3090/1811, 6-7=-2748/1623, 7-8=-2648/1635, 8-9=-2979/1825, 9-11=-4947/2680, 11-12=-5260/2884 BOT CHORD 2-18=-2432/5226, 16-18=-1355/3295, 15-16=-1218/2874, 14-15=-1402/2983, 12-14=-2492/4755 WEBS 3-18=-322/417, 5-18=-936/2171, 5-16=-1103[754, 6-16=-747/1309, 7-16=-303/223, 7-15=303/223, 8-15=-754/1259, 9-15=-1049/761, 9-14=-955/2027, 11-14=-332/416 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. Il; 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 14-8-0, Extedor(2R) 14-8-0 to 20-3-14, Interior(1) 20-3-14 to 23-4-0, Extedor(2R) 23-4-0 to 28-11-14, Interior(1) 28-11-14 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 2, 12 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. �) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=906,12=906. 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 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l19(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 ANSM11 Quality Criteria, DSB-89 and BCSf Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 a Job Truss Truss Type Qty Ply LOT 24/1 WATERSTONE T22819370 2644819 A08 Hip 1 1 Job Reference (opt --- -------' -- . - - - -r •-••• ,• - -•-- O."Qu b —v JV 4— W I ex Inaus[nes, Inc. I nu reD -I 1-Id:ol:ou ZUZ1 rage 1 ID:v3HtyczpYvZl l m?gXrhK6yOc4g-VPkHmORuhol WnigMAo?381 eNhCDU59_7h8eaRzm7HN 1-4-0 6-7-10 8-8-0 12-8-0 19-0-0 25-4-0 29-4-0 31-4-6 38-0-0 9-4-0 1 4-0 6-7-10 2-0 G 4-0-0 6-4-0 6-4-0 4-0-0 2-0-6 6-7-10 1-4-0 Scale = 1:68.9 5x6 = 3x8 = 5x6 = 5 26 276 28 29 7 5x8 _ 3.00 12 5x8 Zz 19-0-0 254-0 i . 29-4-0 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/TPl2014 CSI. TIC 0.93 BC 0.91 WB 0.63 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.73 14 >628 240 Vert(CT) -0.92 14-16 >494 180 Horz(CT) 0.60 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 193 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. 2-17,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-289(LC 10) Max Uplift 2=-906(LC 12), 10=-906(LC 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4602/2787, 3-4=-4393/2671, 4-5=-3057/1926, 5-6=-2741/1809, 6-7=-2741/1825, 7-8=-3057/1943, 8-9=-4393/2702, 9-10=-4602/2817 BOT CHORD 2-17=-2364/4216, 16-17=-2052/3868, 14-16=-1574/3088, 13-14=-1574/3088, 12-13=-2111/3860,10-12=-2423/4148 WEBS 4-17=-582/1173, 4-16=-1429/886, 5-16=-578/1084, 6-16=-579/290, 6-14=0/260, 6-13=-579/291, 7-13=-585/1084, 8-13=-1354/900, 8-12=-595/1118 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 12-8-0, Exterior(2R) 12-8-0 to 18-3-14, Interior(1) 18-3-14 to 25-4-0, Extedor(2R) 25-4-0 to 30-11-14, Interior(1) 30-11-14 to 394-0 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. * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=906,10=906. 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 12,2021 ® 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 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 Was systems, see ANSUTP11 Quality Criteria, DSB-09 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 2411 WATERSTONE T22819371 2644819 A09 Hip 1 1 Job Reference o tional —„ r, , ,,,,,,�,, 0.10. s [Nov aU ZUZU mi I eK Inausines, Inc. I nu FeD i 1 Id:bl:b2 ZU21 Page 1 ID:v3HtyczpYvZl l rn?gXrhK6yOc4g-Rost B4S8DP?EOO IH C2XzA6?EUtNyzwHa?dlfJzm7H L 1-4-0 6-7-10 8-8-0 10-8-0 16-2-11 21-9-5 27-4-0 29-4-0 31-4-6 38-0-0 9-4-0 1-4-0 6-7-10 2-0-6 2-0-0 5-6-11 5-6-11 5-6-11 2-0-0 2-0-6 6-7-10 1-4-0 w 3x4 = 5x6 = 3x4 = 3x6 = 5x6 = 6.00 12 2x4 II 4 26 27 5 6 7 28 829 3x6 3 9 25 30 24 Z SZ 1.5�STP 2 17 16 15 14 13 12 r 1 6x8 = 0 3x8 MT20HS = 3x4 = 3x8 = 6x8 = 3x4 = 5x8 = 3.00 12 8-8-0 10-8-0 19-0-0 27-4-0 29-4-0 38-0-0 8-8-0 - 2-11-0 - 8-4-0 _ _ 8.4-0 �_n_n a_a_n 1.5x8 STP = 6x8 Scale = 1:68.9 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/TPl2014 CSI. TC 0.84 BC 0.99 WB 0.67 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in floc) I/deft L/d 0.78 14 >585 240 -1.04 13-14 >440 180 0.61 10 n/a n/a PLATES MT20 MT20HS Weight: 182 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* 15-17,12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=247(LC 11) Max Uplift 2=-906(LC 12), 10=-906(LC 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4546/2679, 3-4=-4444/2873, 4-5=-3238/2021, 5-7=-3931/2421, 7-8=-3237/2039, 8-9=-3587/2261,9-10=-4539/2698 BOT CHORD 2-17=2242/4089, 16-17=-1607/3214, 14-16=-2074/3863, 13-14=-2056/3863, 12-13=-2179/3892, 10-12=-228814082 WEBS 3-17=-328/474, 4-17=-109111553, 4-16=-246/611, 5-16=-845/538, 7-13=-843/539, 8-13=-92611426, 9-13=-1174/918, 9-12=484/1005 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 10-8-0, Extedor(2R) 10-8-0 to 16-2-11, Interior(1) 16-2-11 to 27-4-0, Exterior(21R) 27-4-0 to 32-11-14, Intedor(1) 32-11-14 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 1� All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=906, 10=906. 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 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 BEFORE_ USE. ��' Design valid for use only with Mrrek® 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 ANSI1rPl1 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa. FL 36610 u Job Truss Truss Type Qty Ply LOT 24/1 WATERSTONE 2644819 A10 HIP GIRDER 1 T22819372 ^--- Job Reference o (optional) -._„ . _„ .._... _.y, . _ _,,,,,,,, 0.1— a rvuv — 4—V — r cn uwubuieb, 1110. I nU reD 11 16:01:04 ZUZI rage 1 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-NBzocmUOIOGyGK87Pd4?2bBT5lhHQvLa2J6sjCzm7HJ 1-4-0 4-6-11 8-8-0 13-10-14 19-0-0 24-1-2 29-4-0 33-5-5 38-0-0 9-4-0 1 4 04-1-5 5-2-14 5-1-2 5-1-2 5-2-14 4-1-5 4-6-11 f�_n 6x12 MT20HS = 2x4 11 6x12 MT20HS = 2x4 11 5x8 = 5x8 = 6.00 12 4 27 28 29 530 31 32 6 33 7 34 835 36 37 38 9 3x4 i 3 1.5x8 STP = M 2 1 o 20 2x4 11 5x8 3.00 12 4-6-11 8 29-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.81 16 >566 240 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.88 16 >517 180 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.43 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except* TOP CHORD 4-7,7-9: 2x6 SP M 26 BOT CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Harz 2=206(LC 7) Max Uplift 2=-2773(LC 8), 11=-2773(LC 8) Max Grav 2=3817(LC 1), 11=3817(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13348/9407, 3-4=-14529/10349, 4-5=-16883/11735, 5-6=-16879/11732, 6-8=-16879/11732, 8-9=-16884/11735, 9-1 0=-1 4529/10349, 10-11=-13348/9407 BOT CHORD 2-20=-8406/12118, 19-20=-8534/12291, 18-19=-9000/12991, 16-18=-12251/18228, 15-16=-12251/18228, 14-15=-9000/12991, 13-14=-8534/12291, 11-13=-8406/12118 WEBS 3-20=-641/570, 3-19=-1259/1376, 4-19=-2991/3884, 4-18=-2625/4339, 5-18=-823/448, 6-18=-1551/939, 6-16=-350/404, 6-15=-1551/941, 8-15=-823/448, 9-15=-2624/4339, 9-14=-2991/3884,10-14=-1288/1376,10-13=-641/570 2x4 11 Scale = 1:68.9 M of N 1.5x8 STP = 9 11 12 c? N jv 0 5x8 ZZ PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 693 lb FT = 20 Structural wood sheathing directly applied or 6-0-0 cc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 3-ply truss to be connected together with 1 Old (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc, Except member 19-4 2x4 - 1 row at 0-8-0 cc, member 14-9 2x4 -1 row at 0-8-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; 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); Lumber DOL=1.60 plate grip DOL=1.60 5a 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 MT20 plates unless otherwise indicated. 8) 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. 10) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstandinq 100 lb uplift at ioint(s) except (it=lb) Fphri rani 19 9n91 ont2rei'27[7(%pW783. 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 buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11nall 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 24/1 WATERSTONE T22819372 2644819 A10 HIP GIRDER 1 Job Reference (optional) • � • •• �•��• �� • �• ^ ..,,r, �1. Y. o.yau s tvov Su ZUzu MI I eK Inoustnes, Inc. I hu Feb 11 18:51:54 2021 Page 2 NOTES- ID:v3HtyczpYvZl l rn?gXrhK6yOc4g-NBzocmUOIOGyGK87Pd4?2bBT5lhHQvLa2J6sjCzm7HJ 12) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 655 lb down and 444 lb up at 8-8-0, 194 lb down and 85 lb up at 10-8-12, 194 lb down and 85 lb up at 12-8-12, 194 lb down and 85 lb up at 14-8-12, 194 lb down and 85 lb up at 16-8-12, 194 lb down and 85 lb up at 18-8-12, 194 lb down and 85 lb up at 19-3-4, 194 lb down and 85 lb up at 21-3-4, 194 lb down and 85 lb up at 23-3-4, 194 lb down and 85 lb up at 25-3-4, and 194 Ib down and 85 lb up at 27-3-4, and 655 lb down and 444 lb up at 29-4-0 on top chord, and 508 lb down and 742 lb up at 8-8-0, 92 lb down and 132 Ib up at 10-8-12, 92 lb down and 132 lb up at 12-8-12, 92 lb dawn and 132 lb up at 14-8-12, 92 lb down and 132 lb up at 16-8-12, 92 lb down and 132 lb up at 18-8-12, 92 lb down and 132 lb up at 19-3-4, 92 lb down and 132 lb up at 21-3-4, 92 Ib down and 132 lb up at 23-3-4, 92 lb down and 132 lb up at 25-3-4, and 92 lb down and 132 lb up at 27-3-4, and 508 lb down and 742 lb up at 29-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 19-21=-20, 14-19=-20, 14-24=-20 Concentrated Loads (lb) Vert:4=-636(B) 9=-636(B) 19=-508(B) 14=-508(B)16=-184(13)6=-293(B)27=-147(B)29=-147(B)31=-147(B)32=-147(B)33=-147(B)34=-147(B)36=-147(B) 38=-147(B) 39=-92(B) 40=-92(B) 41=-92(B) 42=-92(B) 43=92(13) 44=-92(B) 45=-92(B) 46=-92(B) ® WARNING - Vedfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing s MiTek` 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 ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Saretyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab * Truss Truss Type Ply LOT 2411 WATERSTONE Tit T22819373 2644819 801 GABLE 1 Job Reference (optional) t am �'ry, r�i, Pam �ny, rL - oaDv, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:51:55 2021 Page 1 ID:v3HtyczpYvZl l m?gXrhK6yOc4g-rNXAp6VO WKOptTjKyLbEapkZTiy.79P4jGzsPFezm7H I -1-4-0 6-0-4 11-6-0 11-11 19-0-0 20-4-0 1 4-0 6-0-4 5-5-12 -5 7-0-12 1 4 0 3x4 = 1.5x8 STP = 6xB = 11-11-4 Scale = 1 A 1.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.08 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.06 18-19 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(CT) 0.02 13 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 109 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. 9-18: 2x4 SP No.3, 13-17: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 20 WEBS 2x4 SP No.3 REACTIONS. (size) 13=0-4-0, 2=0-8-0, 18=0-8-0 Max Horz 2=-223(LC 10) Max Uplift 13=-532(LC 12), 2=-462(LC 12), 18=-449(LC 12) Max Grav 13=356(LC 22), 2=552(LC 21), 18=732(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-527/458, 4-5=-389/478, 8-9=-91/280 BOT CHORD 2-19=-337/523, 18-19=-338/519, 17-18=-414/500, 9-17=-265/170 WEBS 4-19=0/256, 5-21=-576/517, 20-21=-565/522, 18-20=-603/554 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-6-0, Extedor(2R) 11-6-0 to 15-9-8, Interior(1) 15-9-8 to 21-0-0 zone; porch 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. % Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=532, 2=462, 18=449. 10) 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 12,2021 ® 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 property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 0 �� i russ i ype Qty Ply LOT 24/1 WATERSTONE 2644819 B02 ROOF SPECIAL 1 T22819374 31 I IJob Reference (optional) e (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:51:56 2021 Page 1 ID:v3HtyczpYvZl1rn?gXrhK6yOc4g-KZ5YORVfHeWgVdIWW26T7OHk561LugpsVdbzo4zm7HH -1-4-0 6-04 11-6-0 11-11 4 19-0-0 20-4-0 1 4-0 6-0-4 5-5-12 S 7-0-12 lo 5x8 4 9 3x4 = 2x4 11 1.5x8 STP - 6x8 = I 1. 6-0-4 Scale = 1:42.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.20 8-16 >424 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.16 8-16 >543 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020/FPI2014 Matrix -AS Weight: 86 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. 5-9: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-3-8, 9=0-7-4 Max Horz 2=223(LC 11) Max Uplift 2=-379(LC 12), 6=451(LC 12), 9=-499(LC 12) Max Grav 2=495(LC 21), 6=317(LC 22), 9=756(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-559/486, 4-5=140/325 BOT CHORD 2-10=-401/557, 9-10=-401/557, 8-9=-463/577, 5-8=-369/339 WEBS 3-10=0/266, 3-9=-611/559 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. 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 11-6-0, Exterior(21R) 11-6-0 to 15-6-0, Interior(1) 15-6-0 to 20-4-0 zone; porch 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 (jt=lb) 2=379, 6=451, 9=499. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. February 12,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 5119/2020 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 property Incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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/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 2411 WATERSTONE T22819375 2644819 C1 Jack -Open 4 1 Job Reference (optional) -••• �•v • •-n • •�••�w• � - ivuv ou cucu No i ert muusrnes, inc. r nu reD I l l d:D1:0b [uzl Page 1 ID:RHvjRgbxR_oNcNTvy2mlxOzy?GG-KZ5YORVfHeWgVdIWW26T7OHpL6T7uxQsVdbzo4zm7HH -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 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/TPI2014 Matrix -MP Weight: 5 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=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(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. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=227. February 12,2021 ® 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 MiTsk® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply7'jL.ct T 2411 WATERSTONE T22819376 2644819 C1P Jack -Open q Reference (optional) rvuv ou zuzu mt teK inuustnes, ina t nu reu -I _i 1dal:ar zu21 rage 1 I D:iuC8Xuvm yg U Eu?G9VI8eFyzN7nv-omfwEn W H 2xe W 7nsi4m ei g Ep_5Vp LdOg 0 kH LW KXzm 7H G -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 0-11-4 0-11-4 Plate Offsets (X Y)— r2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 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/TPI2014 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 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(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=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=227. February 12,2021 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 MTeW connectors. This design is based only upon parameters shown, and is far an Individual building component. not a truss system. Before use, the building designer must verify the applicabilityof 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 ANSI171o/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safelylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply LOT 2411 WATERSTONE T22819377 2644819 C1V Jack -Open 4 1 Job Reference (optional) I— — 1.1u rwl r art Inuuslnes, Inc. I nu reu, l l ld:ol:od ZUZI rage l ID:v3HtyczpYvZl l rn?gXrhK6yOc4g-GyDIR7XvpFmNlxRueT9xCRM9gv9cMrw9zx43szzm7HF -1-4-0 0-11-4 1 4-0 0-11-4 Scale = 1:7.6 Plate Offsets (X,Y)-- [2:0-0-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/FP12014 Matrix -MP Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(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=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using 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) 3, 4 except Qt=lb) 2=211. February 12,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5l10l2020 BEFORE USE. Design valid for use only with MTekOO 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 applicabilityof design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlf 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 Truss Type Qty Ply LOT 24/1 WATERSTONE T22819378 2644819 C3 Jack -Open 4 1 Job Reference (optional) 1-4-0 n UV — LU IVII IUK II IUUtlnIUb, Inc. I IIU rUU I I Io:D -I:ob Luz -I rage 1 ID:RHvjRgbxR oNcNTvy2mlxOzy?GG-GyDIR7XvpFmNlxRueT9xCRM9gv8LMrw9zx43szzm7HF 2-11-4 Scale = 1:12.7 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 0.26 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -MP Weight: 12lb 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=-62(LC. 12), 2=-183(LC 12) Max Grav 3=70(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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 except (jt=lb) 2=183. February 12,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 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 ANS11TFl1 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 ob Truss Truss Type City Ply LOT 24/1 WATERSTONE [2644819 C3P Jack-0pen q 1 T22819379 R"ildere r;r., c: o -, 1:... 1 Job Reference o tional - ----- - - - - - - c mn ere muuslnes, Inc. r nu reo 1 i lt3:b1:59 2U21 Page 1 ID:iuCBXuvmygUEu?G9Vl8eFyzN7nv-k8nhfTYXaZu EM505BBgAlfvKaJTc51AJBbgdOPzm7HE -1-0-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 Plate Offsets (X,Y)— [2:0-4-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 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 FBC2020frPI2014 Matrix -MP Weight: 12 lb FT = 20 LUMBER= BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 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 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=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=245. February 12,2021 ® WARNING - Venfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with MRek®oonnectors. This design is based only upon parametersshown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,- storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 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=JobReference ERSTONE 2644819 C3V Jack -Open 4 T22819380 (optional) • — + — -- cVGU IVII EK InuUSines, Inc. I nu reo -i I I e:oz:UU zuzi rage 1 ID:v3HtyczpYv211 rn?gXrhK6yOc4g-CLL3spYgLs05_FbHluBPHsRVKjpnglQSQFZAxrzm7HD -1-4-0 2-11-4 1-4-0 2-11-4 n '4 IV 6 06 Plate Offsets (X,Y)-- [2:0-0-15,Edge Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) 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 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2A 1-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size). 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=174. February 12,2021 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 verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing s M 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 ANS117PH 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 M Job Truss Truss Type Qty Ply LOT C5 Jack-0pen 4 1T22819381Ruilrfpm �24MWATERSTONE2644819 FirstSnurra (Plant cih, FI 1 DI.- rn., rl —.1 Job Rtional 1-4-0 11 3x4 = u reu I I Io:oz:uu /UZI rage 1 ID:RHvjRgbxR_oNcNTvy2m 1 xOzy?GG-CLL3spY9LsO5_FbHluBPHsRRcjjZgIQSQFZAxrzm7HD Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Lid 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/TP12014 Matrix -AS Weight: 18 Ill 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) 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 Grav 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 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=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 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 Gt=lb) 3=128, 2=196. 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 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ev. 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, truss a ss system. Before use, the building designer must verily the applicability of design parameters and prop edy 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 ANSNTP/1 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT2411 WATERSTONE T22819382 2644819 C5V Jack -Open 4 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:52:01 2021 Page 1 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-gXuR49Zn6A8ycOATJbieg4_bj737ZCfbfuJkTlzm7HC 4-11-4 Scale = 1:17.6 Plate Offsets (X,Y)-- [2:0-1-3,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 4-7 >816 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.07 4-7 >881 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 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) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=134(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 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=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(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) 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 Qt=lb) 3=133,2=189. 8) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 12,2021 ® 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/rP/1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safetylaformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2411 WATERSTONE T22819383 2644819 C7V Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 2 3x6 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu. Feb 11 18:52:02 2021 Page 1 ID:v3HtyczpYvZ11 m?gXrhK6yOc4g-8jSpHVaPsUGpDYlgtJDtMHXhwWJLlfvltY2H?kzm7HB -11-4 Scale = 1:22.7 Plate Offsets (X,Y)— [2:0-0-10 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.23 4-7 >362 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.89 Vert(CT) -0.21 4-7 >386 180 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=276(LC 12) Max Uplift 3=-198(LC 12), 2=-210(LC 12) Max Grav 3=198(LC 17), 2=333(LC 1), 4=120(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=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 6-10-8 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPl 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=198, 2=210. 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 12,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11rP1f 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 Qty Ply LOT 2411 WATERSTONET22819384 2644819 D01 TTussype n Supported Gable 1 1 Job Reference (optional) ^�•��•�� v ^ ..^n • �n Y' a.4Ju S Nov dU zuzu mi I eK moustrles, Inc. 1 nu Feb 11 18:52:02 2021 Pagel ID:v3H1yczpYvZ11 rn?gXrhK6yOc4g-8jSpHVaPsUGpDYlgtJDtMHXn?WVdleyltY2H?kzm7HB -1.4-0 6-0-0 12-0-0 13-4-0 1-4-0 6-0-0 6-0-0 1-4-0 46 = Scale = 1:26.5 M Io - - - - 12-0-0 Plate Offsets (X Y)— [2.0-3-8 Edge] [2.0-2-8 Edge] [8:0-3-8 Edge] [8:0-2-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.02 9 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.02 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-0-0. (lb) - Max Horz 2=-l51(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-316(LC 12), 8=-316(LC 12), 12=-119(LC 12), 10=-119(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 11 except 2=260(LC 21), 8=260(LC 22), 12=272(LC 17), 10=277(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-12=-238/422, 6-10=-236/420 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. II; 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 6-0-0, Comer(3R) 6-0-0 to 10-0-0, Extedor(2N) 10-0-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where • used in this lumber. Plates should be protected from corrosion perthe recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. IfACQ, 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 316 lb uplift at joint 2, 316 Ib uplift at joint 8, 119lb uplift atjoint 12 and 119 lb uplift atjoint 10. 11) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 8. February 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK 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 Mire k• is always required for stability and to prevent collapse with possible personal Injury and property, damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11Tplt Quality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Sefetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 24/1 WATERSTONE 2644819 D02 Common 2 1 T22819385 Job Reference o tional ounuers ruarouuwc triant �'Ly, rLl, rianr City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:52:03 2021 Page 1 ID:v3HtyczpYvZllrn?gXrhK6yOc4g-cwDBUrb2dnOgriKsQOk6vV3ykwIR15au6CogXAzm7HA 1 4-0 6-0-0 12-0-0 13 4-0 1-0-0 6-0-0 6-0-0 1-4-0 5x6 = Scale = 1:23.7 1T d 3x4 = 3x4 = 6.0-0 12-0-0 6-0-0 6-0-0 Plate Offsets (X,Y)— [2:0-1-4,0-0-21 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.07 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.07 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 47 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, 4=0-8-0 Max Horz 2=-151(LC 10) Max Uplift 2=-364(LC 12), 4=-364(LC 12) Max Grav 2=516(LC 1), 4=516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-618/690, 3-4=-618/690 BOT CHORD 2-6=-356/501, 4-6=-356/501 WEBS 3-6=-24/267 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-0-0, Extedor(2R) 6-0-0 to 10-0-0, Interior(1) 10-0-0 to 13-4-0 zone;C-C for members and farces & 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 364 lb uplift at joint 2 and 364 lb uplift at joint 4. 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 12,2021 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 building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17rP/10uality 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 ob , s Truss Type Qty Ply LOT24/1 WATERSTONE �'2644819 TE5 T22819386 Jack-0pen 6 1 Job Reference o tional -•--- -- -• •• n n •-••• ^>, - �� , 1N— JU 4U4U IVm 1 eK IUUUS1Ue5, 1rlU. 1 nU reD 71 1tK*Z:U4 ZUZI rage 1 ID:iuC8Xuvmyg UEu?G9Vl8eFyzN7nv-56aaiAcgO5WXTsv2—kG LSic61K6dmZP2LsXO4dzm7H9 -1-4-0 5-0-0 1-4-0 5-0-0 -� E 3x4 = Scale = 1:17.8 5-M Plate Offsets (X,Y)— [2:0-1-4,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 4-7 >659 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.07 4-7 >816 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18 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) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=216(LC 12) Max Uplift 3=-147(LC 12), 2=-302(LC 12), 4=-82(LC 12) Max Grav 3=121(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 147 lb uplift at joint 3, 302 lb uplift at joint 2 and 82 lb uplift at joint 4. 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 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MTekCsl 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 ANSYTP11 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 russ Truss Type Qty Ply LOT 24/1 WATERSTONE �E7 T22819387 2644819 Jack -Open 5 1 Job Reference (optional) r •- •• ^n • �n • .,,•r, --.1, o.you s rvuv as [acu mi r eK Inaustrles, Inc. I nu reD i l l6:bz:ub 2U21 Pagel ID:RHvjRgbxR_oNcNTvy2m 1 xOzy7GG-Zl8yvWcl9PeO4OUFYRna_w9CdkKYVOfBaWHxc3zm7H8 -1-4-0 7-0-0 1-4-0 7-0-0 Nlu 3x6 = Scale = 1:23.0 Plate Offsets (X Y)— [2:0-0-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 24 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=-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 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=5ft; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 3 and 217 lb uplift at joint 2. 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 12,2021 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 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 iViiTek* 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/7PI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lnlormatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty PIy LOT 24/1 WATERSTONE T22819388 2644819 E88V Jack -Partial 10 1 Reference Job o tional ce (Plant City, FL), Plant City, FL - 33667, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:52:05 2021 Page 1 ID:v3HtyczpYvZl1m?gXrhK6yOc4g-Zl8yvWcl9PeO4OUFYRna_w9BmkLzV PBaWHxc3zm7H8 -1-4-0 74-0 7-8-1 8-8-0 1 4-0 7-4-0 4-19 0-11-1 i 5x6 o 9 N Scale = 1:26.5 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 0.98 Vert(LL) 0.30 6-9 >341 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.24 6-9 >422 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=330(LC 12) Max Uplift 4=-26(LC 12), 2=-233(LC 12), 5=-213(LC 12) Max Grav 4=141(LC 3), 2=396(LC 17), 5=229(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/140 WEBS 3-6=-139/486 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=6ft; Cat. II; 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 8-7-4 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 ANSI1TPI 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 26 lb uplift at joint 4, 233 lb uplift at joint 2 and 213 lb uplift at joint 5. 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 12,2021 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 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 Truss Type Qty Ply LOT 2411 WATERSTONE ;264481�9 :��E'8u8VA�� T22819389 JACK -PARTIAL 2 1 Job Reference (optional) rnirUOUwE trial n y, r�l, rrem Cry, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:52:06 2021 Page 1 ID:v3HtyczpYvZl l rn7gXrhK6yOc4g-1 UiK7sdwwimFiA2R69IpX7hMJ7hFERnLoAOU8Vzm7H7 1-4-0 7-4-0 7-8-1 8-8-0 1-4-0 7.4-0 4-1 0-11-1 4x6 11 n 2 Scale = 1:27.4 7-4-0 8-8-0 _ - - 7-4-0 f 1-4-0 Plate Offsets (X,Y)— [2:0-6-3,0-0Piate Offsets (X,Y)— [2:0-6-3,0-0-111 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 0.99 Vert(LL) 0.28 6-9 >364 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.23 6-9 >448 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=324(LC 12) Max Uplift 4=-24(LC 12), 2=-231(LC 12), 5=-210(LC 12) Max Grav 4=170(LC 3), 2=390(LC 17), 5=201(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/128 WEBS 3-6=-1031459 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; 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 8-5-4 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) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 4, 231 lb uplift at joint 2 and 210 lb uplift at joint 5. 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. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. February 12,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1012020 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 verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty T 2411 WATERSTONE 2644819 HSP Diagonal Hip Girder 2 7JLob T22819390 Reference (optional) r, �1, 101 n -ny, r� ooaor, d.43U s Nov 3U 2U2U MiTek Industries, Inc. Thu Feb 11 18:52:07 2021 Page 1 ID:iuC8XuvmygUEu7G9Vl8eFyzN7nv-VhGiKCeYhOu6KJddfsp23LEicXBQzu0U1gm2gxzm7H6 -1-10-10 3-9-6 7-0-14 1-10-10 3-9-6 3-3-8 Scale=1:17.4 _ - - -- — -3-y-B— - - — g-3-8 r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) -0.01 5 nla n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 31 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 8-10-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=216(LC 8) Max Uplift 4=-83(LC 8), 2=-454(LC 8), 5=-219(LC 8) Max Grav 4=78(LC 1), 2=287(LC 1), 5=172(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-317/360 BOT CHORD 2-7=-420/290, 6-7=-420/290 WEBS 3-6=-318/461 NOTES- 1) Wind: ASCE 7-16; VuIt=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); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible far 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 83 lb uplift at joint 4, 454 lb uplift at joint 2 and 219 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 Ib down and 57 lb up at 1-5-12, 3 lb down and 57 lb up at 1-5-12, and 3 lb down and 74 lb up at 4-3-11, and 3 lb down and 74 lb up at 4-3-11 on top chord, and 1 lb down and 5 lb up at 1-5-12, 1 lb down and 5 lb up at 1-5-12, and 4 lb down and 2 lb up at 4-3-11, and 4lb down and 2 lb up at 4-3-11 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: 11=115(F=57, B=57) 14=-7(F=-4, B=-4) February 12,2021 A WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safefyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Xy Ply LOT 24/1 WATERSTONE 2644819 H7 Diagonal Hip Girder 2 1 T22819391 Job Reference (optional) t�» �1, a„r ..,ry, r" -odour, 8.43U s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:52:08 2021 Page 1 ID:RHvjRgbxR—oNcNTvy2m 1 xOzy?GG-ztp4YYfASKOzxTCpDZKHcYmigxM8iH 1 dGUVbDOzm7H5 -1-10-10 4-8-0 9-10-13 1-10-10 4-8-0 5-2-13 Scale = 1:22.6 Y"u — NAILED NAILED NAILED 3x6 =o _ 9-10-13 - -- - 9-10-13 Plate Offsets (X,Y)— [2:0-1-11,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.27 6-9 >428 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.56 6-9 >209 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-184(LC 8), 2=-244(LC 8), 6=-82(LC 8) Max Grav 4=131(LC 1), 2=515(LC 1), 6=351(LC 28) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-755/373 BOT CHORD 2-6=-451/695 WEBS 3-6=-731/475 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 4, 244 lb uplift at joint 2 and 82 lb uplift at joint 6. 8) "NAILED" indicates 3-1od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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 (pif) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 12=-75(F=-37, B=-37) 14=-10(F=-5, B=-5)15=-57(F=-28, B=-28) February 12,2021 ® 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 MTekm 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 ANSI17P/1 Quality Criteria, DS19•89 and BCS/ Building Component 6904 Parke East Blvd. Safety fnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2411 WATERSTONE 2644819 HIV Diagonal Hip Girder 2 1 T22819392 Jab Reference (optional) 0.9JV s [NOV aU ZUZU nal i etc Inousines, Inc. I nu reb 11 18:52:09 2021 Page 1 ID:v3HtyczpYvZl l rn?gXrhK6yOc4g-R3NTlufoDd9pZdnonHrW9mJw6LnfRkPnU8F9lgzm7H4 -1-10-10 6-4-1 12-2-5 12 -1 1-10-10 6-4-1 i 5-105 2 2x4 11 Scale = 1:26.5 4 5 12-3-1 6-4-1 12-25 12- 7 6-4-1 5-1 OS 2 0-0 10 Plate Offsets (X Y)— [6.0-4-0 0-2-4] 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 0.77 Vert(LL) 0.09 7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.53 Vert(CT) -0.12 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Weight: 65 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS 2x4 SP No.3 *Except` WEBS 1 Row at midpt 3-6 4-6: 2x6 SP No.2 REACTIONS. (size) 2=0-10-3, 6=Mechanical Max Holz 2=330(LC 8) Max Uplift 2=-319(LC 8), 6=-463(LC 8) Max Grav 2=644(LC 1), 6=768(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1804/800 BOT CHORD 2-7=-925/1720, 6-7=-947/1735 WEBS 3-7=0/335, 3-6=-1714/946, 4-6=-251/281 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=6ft; 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 far verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Referto girder(s) fortruss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2 and 463 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 12 lb up at 1-5-12, 59 lb down and 12 lb up at 1-5-12, 5 lb down and 72 lb up at 4-3-11, 5 lb down and 72 lb up at 4-3-11, 38 lb down and 132 • lb up at 7-1-10, 38 lb down and 132 lb up at 7-1-10, and 92 lb down and 181 lb up at 9-11-9, and 92 lb down and 181 lb up at 9-11-9 on top chord, and 9 lb up at 1-5-12, 9 lb up at 1-5-12, 4 lb down at 4-3-11, 4 lb down at 4-3-11, 29 lb down at 7-1-10, 29 lb down at 7-1-10, and 64 lb down at 9-11-9, and 64 lb down at 9-11-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. g) 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 Fphn tary 19 7n71 Continued on page 2 ® WARNING - Verify design parametersend READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job, , Truss Truss Type City Ply LOT 2411 WATERSTONE T22819392 2644819 H7V Diagonal Hip Girder 2 1 Jab Reference o tional U. l, 011rrr, r-"-0000r, a.43U S Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:52:09 2021 Page 2 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-R3NTIufoDd9pZdnOnHrW9mJw6LnfRkPnU8F9lgzm7H4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-5=-14, 6-8=-20 Concentrated Loads (lb) Vert: 12=-77(F=-38, B=-38) 13=-184(F=-92, B=-92) 14=-8(F=-4, B=-4) 15=-55(F=-28, B=-28) 16=102(F=-51, B=-51) WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f 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 Qty Ply LOT 2411 WATERSTONE 2644819 K01 Hip Girder 1 1 T22819393 Job Reference (optional) DLI-615 r.rSL ClUrC6 trlal Ir ..Iry, rLf, rid,ii Uiy, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:52:10 2021 Page 1 ID:RHvjRgbxR oNcNTvy2mlxOzy?GG-vGxrzEgR_xHgBnMCL_Mlhzs3A13gABCwjo_iHGzm7H3 1-4-0 7-0-0 10-4-0 13-8.0 20-M 22-0- 1-4-0 7-0-0 13-4-0 3-4-0 7-0-0 N 4x6 = NAILED Special NAILED NAILED 3x4 = NAILED 4x6 = 3 17 18 4 19 20 5 4x6 4x0—IVAILCU NAILCU NAILtU 3x4 = = 3x4 = 4x6 = Special Special Scale = 1:38.3 cm 0 A Iv 0 • - - - 7-0-0- - - - - - _ 6-8-0 - - 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.18 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.28 8-10 >902 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-172(LC 23) Max Uplift 2=-1099(LC 8), 6=-1072(LC 8) Max Grav 2=1660(LC 1), 6=1646(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3068/1866, 3-4=-2713/1768, 4-5=-2677/1709, 5-6=-3037/1806 BOT CHORD 2-1 0=-1 471/2748, 8-1 0=-1 672/2927, 6-8=-1419/2643 WEBS 3-10=-408/957, 4-10=-361/432, 4-8=-394/434, 5-8=-260/897 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); 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 nohconcurrent 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 1099 lb uplift atjoint 2 and 1072 lb uplift at joint 6. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 328 lb down and 437 lb up at 13-8-0 on top chord, and 460 lb down and 295 lb up at 7-0-0, and 373 lb down and 92 lb up at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10y In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Concentrated Loads (lb) Vert: 3=-117(B) 5=-171(B) 10=-460(B) 4=-117(B) 8=-357(B) 17=-117(B) 20=-117(B) 21=-59(B) 22=-59(B) 23=-59(B) February 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l19/2020 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 Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Joh , Truss Truss Type Qty Ply 24/1 WATERSTONE 2644819 K02 Hip 1 TLOT T22819394 b Reference o tional b� . __ _-- -- ,. _. - -.. . _,. .._... _.." . _ ,,,,,,,,, , e.Yw a .— ou tutu ry r art a usrnes, mc. I nU re0 11 l6:bZa 1 ZUZ1 rage 1 ID:RHvjRgbxR—oNcNTvy2m 1 xOzy?GG-NSVDAah3lFPXoxxOuiu_EBOKP8Rwvh-4ySkFgjzm7H2 6-3 3 9 0 0 11-M 14.4-13 20-M 6-3-3 2-8-12 1 2-8-0 2-8-13 6-3-3 Scale = 1:36.6 4x6 = 5x8 = 3 4 3x6 = 3x8 = 3x6 = 3x4 = 3x6 = Plate Offsets (X,Y)— a-u-u- [1:0-6-0 0-0-2) [4:0-6-00-2-8) [6:0-2-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.15 7-15 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.33 7-15 >755 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -AS PLATES GRIP MT20 244/190 Weight: 97 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) 1=0-8-0, 6=0-8-0 Max Horz 1=186(LC 11) Max Uplift 1=-431(LC 12), 6=-431(LC 12) Max Grav 1=765(LC 1), 6=765(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12521966, 2-3=-1038/850, 3-4=-884/795, 4-5=-1037/850, 5-6=-1252/966 BOT CHORD 1-9=-767/1101, 7-9=-459/882, 6-7=-750/1088 WEBS 2-9=-363/431, 3-9=-262/349, 4-7=-256/401, 5-7=-366/433 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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 9-0-0, Exterior(2E) 9-0-0 to 11-8-0, Extedor(2R) 11-8-0 to 17-3-14, Interior(1) 17-3-14 to 20-8-0 zone;C-C for members and forces 8. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 lb uplift at joint 1 and 431 lb uplift at joint 6. 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 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and 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 Jo¢ I , Truss Qty Ply LOT 2411 WATERSTONE 2644819 K03 FHrusGsType IRDER 1 T22819395 o A Job Reference o tional s FIrSL ource (Plant Clty, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:52:12 2021 Page 1 ID:RHvjRgbxR_oNcNTvy2mlxOzy?GG-se3bNwihWYXOQ5WbSPPDmOxN8Ymce?hDB6TpM9zm7H1 5-1-4 9-9-0 10-11-0 15-6-12 20-8-0 5-1-4 4-7-11 1-2-0 4-7-11 5-1-4 4x6 = 4x6 = Scale = 1:38.5 Io e s 16 17 11 18 10 19 9 8 20 21 7 22 23 s e 5x8 = HTU26 3x8 11 6xl2 MT20HS = 7x10 = HTU26 3x8 11 HTU26 1.5x8 STP = 1.5x8STP =HTU26 HTU26 HTU26 7x10 = HTU26 = HTU26 5x8HTU26 HTU26 5-1-4 9-9-0 10-11-0 15-6-12 20-8-0 5-1-4 -4-7-11 1-2-0 4-7-11-- - 5-1-4_.___ Plate Offsets (X,Y)— [1:0-1-11,Edge] [6:0-1-11 Edge] [7:0-4-12 0-1-8] [8.0-3-8 0-4-12] [9.0-3-8 0-4-12] [11.0-4-12 0-1-81 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.29 7-8 >863 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.34 7-8 >739 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. 3-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Horz 1=-201(LC 6) Max Uplift 1=-3643(LC 8), 6=-4296(LC 8) Max Grav 1=5879(LC 1), 6=7413(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11604/7048, 2-3=-8783/5217, 3-4=-7908/4786, 4-5=-8788/5219, 5-6=-13410/7804 BOT CHORD 1 -11 =6222/10362, 9-11=-6222/10362, 8-9=-4482/7908, 7-8=-6908/11995, 6-7=-6908/11995 WEBS 2-11 =-1 46712463, 2-9=-3129/2039, 3-9=-2190/3753, 4-8=-2208/3795, 5-8=-4760/2813, 5-7=-2141/3935 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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=5ft; 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 ofthis truss component. 6) Provide adequate drainage to prevent water ponding. 7)•AII plates are MT20 plates 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. 1P) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3643 lb uplift at joint 1 and 4296 lb uplift at joint 6. 11) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-4-12 from the left end to 5-4-12 to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 14-1Odxl 112 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 74-12 from the left end to 19-4-12 to connect truss(es) to back face of bottom chord. �chni�nr 90 131104 t tallmtajbflg�e where hanger is in contact with lumber. ' A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSI/TF11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 1 , Truss Type Oty PIy LOT 24/1 WATERSTONE 2644819 �russ 03 HIP GIRDER 1 T22819395 Job Reference foolional rs r „ter ource t ,a,,, a'y, I'1, r-mrrr i ry, FL - ooaor, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:52:13 2021 Page 2 ID:RHvjRgbxR oNcNTvy2mlxOzy?GG-KrdzbFjJHsfF2E5n07wSJcUYuy6rNSxNPmDMubzm7H0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 1-6=-20 Concentrated Loads (lb) Vert: 11 =-674(B) 7=-1392(B) 16=-674(B) 17=-674(B) 18=-1392(B) 19=-1392(B) 20=-1 392(B) 21=-1392(B) 22=-1392(B) 23=-1 392(B) ® 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 form 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 andlor 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, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformetjnn available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jolt 1 , Truss Truss Type Qty Ply LOT 24/1 WATERSTONE T22819396 2644819 P03 HIP GIRDER 1 1 Job -(optional) tional -- -------- • --- - -,• -n •-••• -••,• • - ----• • o. a rvuv ou tutu mi r art mwslnes, mC. I nu reD 11 1S:SZa4 zuz1 rage 1 ID:iuC8XuvmygUEu?G9VI8eFyzN7nv-o1 BMobjx2An6fOgzagRhspOjAMTb6yPWeQywQ1 zm7H? -1-4-0 5-0-0 10-0-0 15-0-0 20-0-0 21-4-0 1-4-0 5-0-0 5-0-0 5-0-0 5-0-0 1-470 4xl0 MT20HS = NAILED NAILED 3 18 NAILED 4xl0 MT20HS = NAILED 2x4 II NAILED Special 19 4 20 21 5 Scale = 1:36.9 2x4 II 3x8 = NAILcu 2x4 I 3x6 = NAILED 3x6 = Special NAILED Special --- - _ _ 5-0-0 10-0-0 - 15-0-0 _ _ 5-0-0 5-0-0 5-0-0 Plate Offsets (X,Y)-- [3:0-7-8 0-2-41 [5:0-7-8 0-2-41 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udefi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.32 8-9 >758 240 TCDL 7.0 LumberDOL 1.25 BC 0.61 Vert(CT) 0.26 8-9 >935 180 BCLL 0.0 * Rep Stress Incr NO WB 0.54 Horz(CT) -0.09 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 91 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-131(LC 23) Max Uplift 2=-1571(LC 8), 6=-1574(LC 8) Max Grav 2=1230(LC 1), 6=1231(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2211/2771, 3-4=-2590/3377, 4-5=-2590/3377, 5-6=-2214/2778 BOT CHORD 2-11=-2319/1928, 9-11=-2344/1945, 8-9=-2354/1947, 6-8=-2330/1930 WEBS 3-11=-433/401, 3-9=-970/787, 4-9=-478/573, 5-9=-908/769, 5-8=-433/401 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); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1571 lb uplift at joint 2 and 1574 lb uplift at joint 6. 9) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NOS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 282 lb up at 15-0-0 on top chord, and 162 lb down and 349 lb up at 5-0-0, and 162 lb down and 349 lb up at 14-11-4 on bottom chord. The " designiselection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=20 Fehriiary 19 9l•191 :ontinued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPI! 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 V Truss Truss Type Qty Ply LOT 24/1 WATERSTONE T22819396 2644819 P03 HIP GIRDER 1 1 Job Reference (optional) -••"-•- • ••-•---•-- �• •-••• "••�• -i•"^• "^.... - 8.4CU 5 NOV 3U ZUZU Mt I eK InbustrleS, Inc. I nu Feb 11 15:52:14 2021 Page 2 ID:iuC8XuvmygUEu?G9Vl8eFyzN7nv-o1 BMobjx2An6fOgzagRhspOjAMTb6yPWeQywQlzm7H? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-61(F) 5=-64(F) 11=-158(F) 8=-158(F) 18=-61(F) 19=-61(1`) 20=-61(F) 21=-61(F) 22=-38(F) 23=-38(F) 24=38(F) 25=-38(F) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ��' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 John ,p T. Truss Truss Type City Ply LOT 2411 WATERSTONE T22819397 2644819 PO4 HIP 1 1 Job Reference (optional) rers rnstouurce leant City, rt.), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:52:15 2021 Page 1 ID:iuCBXuvmygUEu?G9Vl8eFyzN7nv-GDIkOxkZpTvzHYEA7YywOIZ KmdrVwft4iTzUzm7H_ -1-4-0 7-0-0 13-0-0 20-0-0 21-4-0 1 4-0 7-0-0 6-0-0 7-0-0 1-4-0 Scale = 1:36.9 5x8 = 16 17 46 = 3x4 = 2x4 II — 3x4 = 3x4 = Plate Offsets (X,Y)— [3:0-5-4 0-2-01 [4:0-3-8,0-2-41 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.26 7-15 >932 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.20 7-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 86 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=04-0, 5=0-4-0 Max Horz 2=-172(LC 8) Max Uplift 2=-960(LC 10), 5=-960(LC 10) Max Grav 2=812(LC 1), 5=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1171/1291, 3-4=-1004/1260, 4-5=-1172/1290 BOT CHORD 2-9=-971/998, 7-9=-980/1004, 5-7=-970/998 WEBS 3-9=-223/263, 4-7=-233/263 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 Extedor(2E) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 17-4-0, Exterior(2E) 17-4-0 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 960 lb uplift at joint 2 and 960 lb uplift at joint 5. 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. 4 February 12,2021 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 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 property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andlor 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 ANSIITPl1 Quality Criteria, DSE-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jaty , e , Truss Truss Type City Ply LOT 24/1 WATERSTONE T22819398 2644819 POS Hip 1 1 Job Reference (optional) lers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 18:52:16 2021 Page 1 ID:iuC8XuvmygUEu?G9VI8eFyzN7nv-kQ16DHICZn1gvipMhFT9xE6CO982aylp5kROUwzm7Gz -1-4-0 6-3-6 9-0-0 11-0-0 13-8-10 20-0-0 21-4-0 1-4-0 6-3-6 2-8-10 2-0-0 2-8-10 6-3-6 1-0-0 Scale = 1:36.9 46 = 5x8 = 3x6 = 3x8 = 4x6 = 3x4 = 3x6 = LOADING (psi) 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 0.40 BC 0.67 WB 0.13 Matrix -AS DEFL. in Vert(LL) -0.14 Vert(CT) -0.31 Horz(CT) 0.03 (loc) I/defl Ud 9-17 >999 240 9-17 >773 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 99 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=0-4-0, 7=0-4-0 Max Horz 2=-213(LC 10) Max Uplift 2=-531(LC 12), 7=-531(LC 12) Max Gram 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/893,3-4=-972/778, 4-5=-824/730, 5-6=-970/777, 6-7=-1182/893 BOT CHORD 2-11=-627/1057, 9-11=-357/822, 7-9=-648/1023 WEBS 3-11=-356/434, 4-11=-233/340, 5-9=-269/390, 6-9=-359/436 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 9-0-0, Exterior(2E) 9-0-0 to 11-0-0, Extedor(2R) 11-0-0 to 16-7-14, Intedor(1) 16-7-14 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 531 lb uplift at joint 2 and 531 lb uplift at joint 7. 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 rsheetrock be applied directly to the bottom chord. February 12,2021 ® 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 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 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 busses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/i Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss q and fully embed teeth. Ole - -I- For 4 x 2 orientation, locate plates 0- 'Ila" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 Q O 2 U a. O I- Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 0 Of O 2 U a. O I`_ JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESRA311, 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 ID MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by 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 ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.