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HomeMy WebLinkAboutTruss'-i' Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values- established by others. RE: 3005743_4816_WATERSONG - Coastal Const 3005743_4816 WATERSONGMiTek USA, Inc. Site Information: 6904 Parke East ppBlvd. � Customer Info: COASTAL CONSTRUCTION AND DESIGN Project Name: - -ModelTa3F657 4816 WATERSONG Lot/Block: 35 Subdivision: - Address: 4816 WATERSONG WAY, - City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 180 mph Roof Load: 46.0 psf Floor Load: N/A psf This package includes 31 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T26748445 A 2/7/22 2 T26748446 Al 2/7/22 3 T26748447 AH7 217/22 4 T26748448 AH7A 2/7/22 5 T26748449 AH9 2/7/22 6 T26748450 AH9A 217/22 7 T26748451 AH11 2/7/22 8 T26748452 AH11A 2/7/22 9 T26748453 AH 13 2/7/22 10 T26748454 AH 15 217/22 11 T26748455 AH15A 2/7/22 12 T26748456 B 2/7/22 13 T26748457 B 1 217/22 14 T26748458 BH7 2/7/22 15 T26748459 BH9 2/7/22 16 T26748460 BH11 2/7/22 17 T26748461 CA 217/22 18 T26748462 CJ3 2/7/22 19 T26748463 CJ3A 2/7/22 20 T26748464 CJ5 2/7/22 21 T26748465 CJ5A 2/7/22 22 T26748466 EJ 217/22 No. Seal# Truss Name Date 23 T26748467 ER 2/7/22 24 T26748468 EHA 2/7/22 25 T26746469 EJJ 2/7/22 26 T26748470 HJ 2/7/22 27 T26748471 HJ7 2/7/22 28 T26748472 HJJ 2/7/22 29 T26748473 MGR •217/22 30 T26748474 VT 2/7/22 31 T26748475 VTGE 2/7/22 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. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSUTPI 1, Chapter 2. mi RECENF-D FEB (7 ZOZ2 St. PerCounty mitting VF�+�i�� • 68.182 *, *.: % STATE- OF O •��4`S�O N A' `��,� NO Joaquin:Velei PE No:88182., MITWUSA Inc. fL.Cert 6634 6904`Parke t4kf Blvd;:Tainpa Fl. 33610 bafe: February 7,2022 Velez, Joaquin 1 of 1 Job Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG JTruss T26748445 3005743_4816_WATERSO A Roof Special 6 1 �G Job Reference (optional) Builders. FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 Mi-rek Industries, Inc. Fri Feb 4 07:43:42 2022 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-uvvWsHYGjIHBFwZ nGFZbvjyUPwJBSZ6Mgvjv6zoajl i 2-40 4-&0 11-2-0 16-0-0 i 17.8.0 i 23-6.0 29-&0 i 32-D-0 2.4-0 2-4.0 66•D 4-10.0 1-&D 5-10.0 6-2-0 2-4-0 5x8 = , nn r 19 18 " 4%O 12 11 ewv — 1.5x8 STP = 3x8 = 13 1.5x8 STP = 3x8 115x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER= TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 19=0-8-0, 11=0-8-0 Max Horz 19=648(LC 10) MaxUplift19=1764(1_C 12), 11=1593(LC 12) Max Grav 19=1487(LC 1). 11=1479(LC 1) 5x12 = 7x10 = Scale = 1:64.9 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.56 Vert(LL) 0.20 13 >999 240 MT20 244/190 BC 0.66 Vert(CT) -0.19 14-15 >999 180 WB 0.55 Horz(CT) -0.14 11 n/a n/a Matrix-SH Weight: 256 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 16-18 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 5-14, 6-14, 8-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=352/130, 2-3=1419/1057, 3-5=2249/1818, 5-6=-1622/1474, 6-7=-2083/1951, 7-8=1896/1651, 8-9=505/394, 9-10=378/0 BOT CHORD 1-19= 61/350, 18-19=595/636, 16-18=7431757, 3-16=7071788, 15-16=1299/2168, 14-15=1039/1729,12-14=367/441,7-14=-428/554,11-12=-1063/1438,10-11=0/289 WEBS 2-19=1878/1613, 2-18=-1181/1380, 3-15=581/486, 5-15=-66/358, 5-14=1006/917, 6-14=-1433/1558, 8-12=-423/569,8-11=1633/1524,9-11=-692/831 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 16-0-0, Exterior(2R) 16-0-0 to 22-0-0, Interior(1) 22-0-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) This truss has been designed for a 10.0 psi 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) 19=1764,11=1593. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Ei0 Blvd., T;q0. FL 33610: February 7,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1 M020 BEFORE USE. ` Design valid for use only with 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 ANSVTP/f quality Criteria, DSB49 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 Qty Ply Coastal Const_3005743_4816 WATERSONG 3005743_4816_WATERSO T26748446 _G Al ROOFTRUSS 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, 13.43U S Aug 7ti 1U11 Mi I eK Incustrles, Inc. rfl reo 4 Ut:4J:4:1 LULL rage - ID:J1HSm VepGl3hfwsRWAC-LZzvS7N-M6Tu4dYuUbP2t3BAL_mo77G0apCftvJGaUeGRZzoajk 2-4-2 11-10.4 , 16-0-0 20-1--12 , 29.8.0 32-0-0 r 2Zp 9-6-4 4-1-12 4-1-12 9S4 -- - 2-0-0 5x6 = 1.5x8 STP = 4x6 = 4x6 = 4x6 = 1.5x8 STP = 3x8 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 TCDL 16.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr NO WB 0.52 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH- LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 10=0-8-0 Max Horz 14=648(LC 11) Max Uplift 14=-1653(LC 12), 10=1479(1-13 12) Max Grav 14=1779(LC 17).10=1779(LC 1B) 3x8 11 DEFL. in (loc) I/deft Ltd PLATES Vert(LL)-0.5513-14 >594 240 MT20 Vert(CT) -0.60 13-14 >54B 180 Horz(CT) 0.02 10 n/a n/a Scale = 1:64.9 0 I� GRIP 244/190 Weight: 228 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 1 Row at midpt 2-13, 8-11 JOINTS 1 Brace at Jt(s): 15 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except -when shown. TOP CHORD 1-2=-690/310, 2-4=2138/1414, 4-5=543/321, 5-6=-542/321, 6-8=213B/1415, 8-9=708/323 BOT CHORD 1-14=-365/716, 13-14=-872/1346, 11-13=716/1740, 10-11=-424/734, 9-10=-424/734 WEBS 2-14=1865/1708, 2-13=-581/1734, 4-13=181363, 4-15=171611508, 6-15=1716/1508, 5-15=-241/273, 6-11=-16/362, 8-11=584/1753, 8-10=1865/1633 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60H; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 16-0-0, Exterior(21R) 16-0-0 to 22-0-0, Interior(1) 22-0-0 to 32-D-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 150.0Ib AC unit load placed on the top chord, 16-0-0 from left end, supported at two points, 5-0-0 apart. 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 = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 14=1653,10=1479. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=72, 5-9=72, 1-13=20, 11-13=30, 9-11=20 . Y���`�<QUI NN N;o 6818'2 February 7,2022 ®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 verily 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 ItlliTek• 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 ANSUM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 3005743_4816 WATERSONG 3005743 4816 WATERSO - - ROOF 12 1 T26748446 _G Al TRUSS Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Feb 4 07:43:43 2022 Page 2 I D: JIHSm_VepG 13hfwsRWAE LZzvS?N-M6Tu4dYuUb P2t38AL_mo77G0apCftvJGaUeGRZzoajk LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 17=75 18=75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=62, 5-9=62, 1-13=35, 11-13=60, 9-11=35 Concentrated Loads (lb) Vert: 17=75 18=75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=32, 5-9=32, 1-13=-40, 11-13=50, 9-11=-40 Concentrated Loads (lb) Vert: 17=-75 18=75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=91, 5.19=111. 9-19=91, 1-14=156, 13-14=6, 11-13=16, 10-11=-6, 9-10=156 Harz: 1-5=99, 5-19=119, 9-19=99 Concentrated Loads (lb) Vert: 17=-75 18=75 5) Dead + 0.6 C-C Wind (Pos. Intemal)-Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=91, 5-16=111, 5-9=91, 1-14=156, 13-14=6, 11-13=16, 10-11=6, 9-10=156 -Harz: 1-16=99, 5.16=119, 5-9=99 Concentrated Loads (Ib) Vert: 17=-75 18=75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=101. 5-9=101, 1-14=30. 13-14=20, 11-13=30, 10-11=20, 9-10=30 Harz: 1-5=69, 5-9=69 Concentrated Loads (lb) Vert: 17=75 18=75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=101, 5-9=101, 1-14=30, 13-14=20, 11-13=30, 1D-11=-20, 9-10=30 Harz: 1-5=69, 5-9=69 Concentrated Loads (lb) Vert: 17=-75 18=75 8) Dead-+ 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=28, 5-9=61, 1-14=63, 13-14=-6, 11-13=16. 9-11=6 Harz: 1-5=37, 5-9=70 Concentrated Loads (lb) Vert: 17=75 18=75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=61, 5-9=28, 1-13=6, 11-13=16, 10-11=-6, 9-10=63 Harz: 1-5=70, 5-9=37 Concentrated Loads (lb) Vert: 17=75 18=75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=68, 5-9=1, 1-14=49, 13-14=20, 11-13=30, 9-11=20 Harz: 1-5=36, 5-9=33 Concentrated Loads (lb) Vert: 17=75 18=75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=1, 5-9=-68, 1-13=20, 11-13=-30, 10-11=-20, 9-10=49 Harz: 1-5=33, 5-9=36 Concentrated Loads (lb) Vert: 17=-75 18=75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=106, 5-9=106, 1-14=63, 13-14=-6, 11-13=16, 9-11=6 Harz: 1-5=115, 5-9=115 Concentrated Loads (Ib) Vert: 17=-7518=75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=62, 5-9=62, 1-13=6, 11-13=-16, 10-11=6, 9-10=63 Harz: 1-5=71, 5-9=71 Concentrated Loads (lb) Vert: 17=75 18=75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 ® 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 MrrekO 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 oftrusses and truss systems, see ANSIITP11 quality Crlterla, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safelylnformetlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_3005743_4816 WATERSONG T26748446 3005743_4816_WATERSO- 1 ROOF TRUSS 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, 6.43U s Aug lb ZUZI MI I eK Inaustnes, Inc. t-n i-eD 4 U/:43:43 ZUZZ rage 3 I D:JtH S m_VepG 13hfwsRWAELZzvS?N-M6Tu4dYuUbP2t38AL_m o77GOapCftvJGaUeG RZzoajk LOAD CASE(S) Standard Uniform Loads (pif) Vert: 1-5=35, 5-9=35, 1-14=19, 13-14=-20, 11-13=30, 9-11=20 Horz: 1-5=3, 5-9=3 Concentrated Loads (lb) Vert: 17=-75 18=75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pff). Vert: 1-5=35, 5.9=35, 1-13=20, 11-13=30, 10-11=20, 9-10=49 Horz: 1-5=3, 5-9=3 Concentrated.Loads (lb) Vert: 17=75 18=75 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=32, 5-9=32, 1-13=40, 11-13=70, 9-11=-40 Concentrated Loads (lb) Vert: 17=75 18=75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=89, 5-9=37, 1-14=17, 13-14=35, 11-13=60, 9-11=35 Horz: 1-5=27, 5-9=25 Concentrated Loads (lb) Vert: 17=75 18=75 18) Dead + 0.75 Roof Live (bat.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=37, 5-9=89, 1-13=35, 11-13=-60, 10-11=35, 9-10=17 Horz: 1-5=25, 5-9=27 Concentrated Loads (lb) Vert: 17=-75 18=75 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=64, 5-9=64, 1-14=17, 13-14=-35, 11-13=60, 9-11=35 Horz: 1-5=2, 5-9=2 Concentrated Loads (lb) Vert: 17=-75 18=75 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=64, 5-9=64, 1-13=35, 11-13=60, 10-11=35, 9-10=17 HOrz: 1-5=2, 5-9=2 Concentrated Loads (lb) Vert: 17=75 18=75 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=72, 5.9=32, 1-13=20, 11-13=30, 9-11=-20 Concentrated Loads (lb) Vert: 17=-75 18=75 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=32, 5-9=72, 1-13=20, 11-13=30, 9-11=-20 Concentrated Loads (lb) Vert: 17=75 18=75 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=62, 5-9=32, 1-13=35, 11-13=-60, 9-11=-35 Concentrated Loads (lb) Vert: 17=-75 18=75 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-5=32, 5-9=62, 1-13=35, 11-13=-60, 9-11=-35 Concentrated Loads (lb) Vert: 17=75 18=75 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design pare meters 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 1 VI�Tek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/?PII Quality Criterfa, DSO-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG 3005743 4816 WATERSO T26748447 _G — — AH7 Hip Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Feb 4 07:43:51 2022 Page 1 I D: JtH Sm_VepG 13hfwsRWAELZzvS?N-7eyvlMfvc2Qvgl Ij pfvgSpbPj25PiXKRQjahj5zoajc 2-0 0 7 0 0 16-0-0 25-0-0 29-0-0 32-0-0 , 29-0-0 9-0-0 4 8-0 2-4-0 Scale = 1:54.5 Special 5x8 = Special Special Special Special 16 17 18 19 20 Special 3x6 II 5x6 = Special Spacial Special 4 5 21 22 23 24 Special 5x8 = 6 1.Sx8 STP = 4x6 = 4x6 = NAILED 1.5x8 STP = NAILED NAILED 4x6 = 4x6 = 1.5x8 STP = 3x6 II THJA26 NAILED NAILED 6x8 = NAILED THJA26 3x6 If NAILED NAILED LOADING (psi) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20201TPI2014 CSI. TC 0.91 BC 0.22 WB 0.46 Matrix-SH DEFL. in (loc) Vdefl L/d Vert(LL) 0.04 12-14 >999 240 Vert(CT) 0.04 12-14 >999 180 Horz(CT) -0.02 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 434 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 "Special" indicates special hanger(s) or other connection device(s) required at location(s) REACTIONS. (size) 15=0-8-0, 12=0-8-0, 9=0-8-0 shown. The design/selection of such special Max Horz 15=-287(LC 6) connection device(s) is the responsibility of Max Uplift 15=-2226(LC 8), 12=-4302(LC 8), 9=2049(LC 8) others. This applies to all applicable truss designs in this job. Max Grav 15=1275(LC 39), 12=2640(LC 36), 9=1274(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1442/1984, 3-4=-242/475, 4-6=242/475, 6-7=-1458/2014 BOT CHORD 14-15=373/293, 12-14=1615/1416, 10-12=1530/1252 WEBS 2-15=132011841, 2-14=1670/1350, 3-14=-355/236, 3-12=-1190/1555, 4-12=1643/2680, 6-12=1157/1585, 6-10=355/232, 7-1 0=1 661/1340, 7-9=1326/1755 NOTES- (15) 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=2226, 12=4302, 9=2049. 10) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 24-11-10 from the left end to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. �t1�11/fljll l �/, No (81$2 February 7,2022 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� prevent 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-B9 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 Coastal Const_3005743_4816 WATERSONG 3005743_4816_WATERSO T26748447 -G AH7 Hip Girder 1 n L Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 15 2021 MTek Industries, Inc. Fri Feb 4 07:43:51 2022 Page 2 ID:JtHSm VepGl3hfwsRWAELZzvS?N-7eyvlMfvc2QvglljpfvgSpbPj25PIXKRQjahj5zoajc NOTES- (15) 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89D lb down and 1126 lb up at 7-0-0, 330 lb down and 425 lb up at 9-0-12, 330 lb down and 425 lb up at 11-0-12, 330 lb down and 425 lb up at 13-0-12, 330 lb down and 425 lb up at 15-0-12, 330 lb down and 425 lb up at 16-11-4, 330 lb down and 425 lb up at 18-11-4, 330 lb down and 425 lb up at 20-11-4, and 330 lb down and 425 lb up at 22-11-4, and 890 lb down and 1126 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 3-6=72, 6-8=72, 1-8=20 Concentrated Loads (lb) Vert: 3=215(F) 5=111(F) 6=215(F) 14=145(F) 10=145(F) 16=111(F) 17=111(F) 18=111(F) 20=111(F) 22=111(F) 23=111(F) 24=111(F) ®WARNING -Verify design parameters and.READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Coastal Const_3005743_4816 WATERSONG T26748448 30005743_4816_WATERSO A117A Roof Special Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, 8.430 s Aug 16 2021 MITeK Industries, Inc. Fri Feb 4 Ut:43:b3 ZU72 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-314gA1gABggd4cv5w4x8XEgoFrblDPskul3oo zoaja 2.4.0 12-0-0 , 17-0.0 , 25-0-0 29-&0 32-aa 2-4-0 9-8-0 5•a0 B-0-0 4-8.0 2.4.0 5x6 = 1.5x8 STP = 5xB —_ 4x6 = LUS26 5xB = 1.5x8 STP = 3x6 II NAILED THJA26 3x8 II Scale = 1:59.2 2-a0 2 0 12-0-0 25-0-0 29-8-0 3¢Q-0 32-a0 &40 a4-0 9-8.0 13.0.0 4-11. NA. 2-a0 Plate Offsets (X,Y)—11:0-2-8,0-1-21,(8:0-4-12,0-1-8),112:0-4-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.52 9-11 >634 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.45 9-11 >732 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) -0.03 8 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 442 lb FT- 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=487(LC 7) Max Uplift 12=-2323(LC 8), 8=3426(LC 8) Max Grav 12=1788(LC 36),8=2806(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=485/331, 2-3=2156/2510, 3-4=2121/2619, 4-5=3132/3959, 5.6=3639/4390, 6-7=366/369 BOT CHORD 1-12=468/535, 11-12=-575/980, 9-11=384313412, 8-9=229/299, 7-8=229/299 WEBS 2-12=-1889/2542, 2-11=-1368/1694, 3-11=1820/1577, 4-11=2192/2879, 4-9=1473/1807, 5-9=569/789, 6-9=3839/3416, 6-8=3230/3909 NOTES- (15) 1) 2-plytrussto be connected together with 10d (0.131"AW) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. follows: 2x6 2 0-9-0 �N Bottom chords connected as - rows staggered at oc. `��� PQV F may. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. E. Z . 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. NO$81'$2 4) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. • yr: ��, y Il; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. �. .S T OF 6) Provide drainage to adequate prevent water ponding. �,�, �C` Q.,•'=�� 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �:. Q ':G ` 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 bottomand �jj l�s "• \ any will fit between thechord other 11j 1,I ov de mechanicacon ection by others)of truss 9) Pro bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb) 12=2323, 8=3426. •Joaquin Yelei PE No4$1s2.. 10) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent at 22-0-12 from the left end to MOWInc.FL Oert(6634 connect truss(es) to back face of bottom chord. 68174 Parkeaasl BIvd:Tampa'FL 93610: 11) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 24-11-10 from the left end to connect truss(es) Date: to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. February 7,2022 12) Fill all nail holes where hanger is in contact with lumber. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 ANSUTP/1 Quality Crlteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safelylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Coastal Const_3005743_4816 WATERSONG T26748448 30005743_4816_WATERSO AH7A Roof Special Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430. s Aug 16 2021 MiTek Industries, Inc. Fri Feb 4 07:43:53 2022 Page 2 ID:JtHSm_VepGl3hfwsRWAELZzv57N-314gA1gABggd4cv5w4x8XEgoFrblDPskul3oo_zoaja NOTES- (15) 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 398 lb up at 22-11-4, and 890 lb down and 1126 Ib up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 3-4=72, 4-5=72, 5-7=72, 1-7=-20 Concentrated Loads (lb) Vert: 5=-215(B) 9=145(B) 14=93(B) 15=-898(B) 16=-35(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 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 ItlliTek• 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 oftrusses and truss systems, see ANSIITP11 DuaW Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sefefy Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG 3005743 4816 WATERSO T26748449 ..G — — AH9 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Feb 4 07:43:54 2022 Page 1 I D:JtH Sm_VepGl3hfwsRWAE LZzvS?N-XDe2 N NhouzoUhmU HUoS N4RD?pF3Byryt6hpMKQzoajZ 21 0 , 9-0-0 16-0-0 , 23-0.0 _ 29-8-0 , 32-M , 2-41 6-8-0 741-0 7-M 'I'D 24-0 5x8 = 17 3x6 11 18 5x8 = Scale=1:53.7 20 3x4 = 1.5x8 STP = 4x6 1.5x8 STP = 4x6 = 1.5xB STP = 3x4 = 3x6 11 4x6 = 7x10 = 4x6 = 3x6 11 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201TPI2014 CSI. TC 0.54 BC 0.47 WB 0.66 Matrix-SH DEFL. in floc) I/deft Ud Vert(LL) 0.09 13-14 >999 240 Vert(CT) 0.08 13-14 >999 180 Horz(CT) -0.01 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-11, 5-11 REACTIONS. (size) 14=0-8-0, 11=0-8-0, 8=0-8-0 Max Horz 14=-368(LC 10) Max Uplift 14=-1500(LC 12), 11=2415(1_C 12), 8=1326(LC 12) Max Grav 14=808(LC 21), 11=1334(LC 1), 8=808(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-60/287, 2-3=535/1321, 3-4=-81/252, 4-5=81/252, 5-6=-535/1306, 6-7=-60/293 BOT CHORD 1-14=-279/70, 13-14=-489/388, 11-13=805/350, 9-11=806/350, 8-9=-285/70, 7-8=285/70 WEBS 2-14=688/1296, 2-13=-723/284, 3-13=932/218, 3-11=504/1369, 4-11=625/821, 5-11=-504/1370, 5-9=930/218, 6-9=716/284, 6-8=688/1289 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. �lt�� 2) ACE G9 P I Exp DS Encl., 0 18o MPWFRS (directional) and CExtenor(2E) G-0-0 to 6-0-0, Interior(1) 6-0-0 to 9-0.0, Exterio (2R) 9-0-0 topU1N 17-5-13, Interior(1) 17-5-13 to 23-0-0, Exterior(2R) 23-0-0 to 31-5-13, Interior(l) 31-5-13 to 32-0-0 zone; cantilever left and right 1 N S .,• Fes_ exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60� 3 BuildingDesigner / Project engineer responsible for verifyinga lied roof live load shown covers rain loading requirements specific 9 1 9 P PP 9 q P .: - .. .. •; to the use of this truss component. *.� 4) Provide adequate drainage to prevent waterponding. 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 +•/ F • will fit between the bottom chord and any other members. i `S 4 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb)% 4,` �. 14=1500, 11=2415, 8=1326. >j:.; R 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' East Blvd; Tartipa FL 3361.0 February 7,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. ° Design valid for use only with Mrrek9 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 ANSVTP11' quality Criteria, DSB49 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 I� Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG T26748450 3005743_4816_WATERSO AH9A Roof Special 1 1 —G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Feb 4 07:43:Sb ZU22 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-0PCQbjiQfHwLJw2U2VzccflBnfMbhD91 LLYvsszoajY 4 0 12-M 15-0-0 23 -o 29-8-0 32-" 2Z941-0 3.111 8-0 0 6-0 024-0 2 i 5x8 = 1.5x8 STP = 5x8 — 4x6 5x8 = 1.5xB STP = 3x8 11 3x8 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=487(LC 10) Max Uplift 12=-1769(LC 12), 8=1595(LC 12) Max Grav 12=1621(LC 17), 8=1622(LC 18) Scale = 1:55.9 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.65 Vert(LL) -0.12 9-11 >999 240 MT20 2441190 BC 0.58 Vert(CT) -0.24 9-11 >999 180 WB 0.98 Horz(CT) -0.02 8 n/a n/a Matrix-SH Weight: 226 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-2-13 oc bracing: 9-11. WEBS 1 Row at midpt 4-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-553/282, 2-3=192011554, 34=1951/1715, 4-5=-1804/1600, 5-6=-1991/1621 BOT CHORD 1-12=-432/629, 11-12=-531/920, 9-11=-141111910 WEBS 2-12=-1764/1834, 2-11=-462/1124, 3-11=-955/1257, 4-11=-1302/1236, 4-9=588/526, 5-9=35/383, 6-9=1079/1377, 6-8=1754/1660 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) O-D-O to 6-0-0, Interior(1) 6-0-0 to 12-0-0, Exterior(2E) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 23-0-0, Exterior(21R) 23-0-0 to 29-0-0, Interior(1) 29-0-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 nonrwncurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1769,8=1595. r 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 7,2022 I�. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG T26748451 3005743_4816_WATERSO AH11 Hip 1 1 -G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Feb 4 07:43:44 2022 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-g11GHzZWFvYvVDjMuhHlgKoDcDh5cJ4PpBOgz?zoajj 22 11-0-0 21-M 29-8-0 32-0-0 2-0 0 8.8-0 10-0-0 8-8-0 6x8 = 5x8 = 3 14 15 16 17 4 v 12 " V^ 11 19 10 9 5x8 = 1.5x8 STP = 4x6 = 3xB 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 Scale = 1:53.7 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.B4 Vert(ILL) 0.04 7-8 >999 240 MT20 244/190 BC 0.26 Vert(CT) -0.08 7-8 >999 180 WB 0.68 Horz(CT) 0.01 7 Na n/a Matrix-SH Weight: 222 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 3-8 REACTIONS. All bearings 14-6-0 except (jt=length) 7=0-8-0, 9=0-3-8. (lb) - Max Horz 12=-448(LC 10) Max Uplift All uplift 100lb or less atjoint(s) 9 except 12=1095(LC 12), 11=981(1_C 12), 7=1269(LC 12) Max Grav All reactions 250 lb or less at joints) 9 except 12=788(LC 20), 11=1201(LC 17), 7=1232(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-312/118, 2-3=461/557, 3-4=931/1196, 4-5=-1036/1098, 5-6=-394/252 BOT CHORD 1-12=190/338, 11-12=-426/748, 9-11=144/377, 8-9=144/377, 7-8=332/411, 6-7=332/411 WEBS 2-12=713/1160, 2-11=375/294, 3-11=871/1009, 3-8=656/791, 4-8=-285/469, 5-8=-447/584, 5-7=1046/1407 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 11-0.0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 21-0-0, Exterior(2R) 21-0-0 to 29-8-0, Interior(1) 29-8-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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 rd between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 9 except (jt=lb) 12=1095, 11=981, 7=1269. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." I�. ��1UIN 1(f114111II N,6j 681, .. of S OF UJ'i Imo,. (��-''.`••----•. February 7,2022 ®WARNING - Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 vedy, the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling or 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 ANS11rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG T26748452 3005743_4816_WATERSO AH11A Hip 1 1 -G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Feb 4 07:43:44 2022 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-ql l GHzZWFvYvVDjMuhH1 gKoDoDfDcLMPpBOgz7zoajj 2?Z 2-0 0 11-M 21-0-0 29-M 32—M 8-841 10-0-0 8.8-0 24-0 Scale=1:53.7 6x8 = 5x8 = 3 13 14 15 16 4 1.5x8 STP = 4x6 — 4x6 5x8 = 1.5x8 STP = 3xB 11 3xB 11 LOADING (psf) TCLL 20.0 TCDL 16.0 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(rP12014 CSI. TC 0.89 BC 0.44 WB 0.53 Matrix-SH DEFL. in Vert(LL) 0.09 Vert(CT) -0.16 Horz(CT) 0.02 (loc) Vdefl Ud 8-10 >999 240 8-10 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 7-7-10 oc bracing: 8-10. WEBS 1 Row at midpt 2-10, 3-8, 5-8 REACTIONS. (size) 11=0-8-0, 7=0.8-0 Max Horz 11=448(LC 11) Max Uplift 11=1769(LC 12), 7=-1595(LC 12) Max Grav 11=1661(LC 17). 7=164B(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-372/157, 2-3=1730/1598, 3-4=1463/1642, 4-5=1708/1610, 5-6=-387/273 BOT CHORD 1-11=251/397, 10-11=-405/786, 8-10=935/1599, 7-8=353/4111, 6-7=-353/411 WEBS 2-11=-1494/1797, 2-10=862/1240, 3-10=0/312, 3-8=306/307, 4-8=16/280, 5-8=-865/1232, 5-7=1473/1706 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to_6-0-0, Interior(1) 6-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 21-0-0, Exterior(2R) 21-0-0 to 29-8-0, Interior(1) 29-8-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=11b) 11=1769, 7=1595. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ulN i/F�� V� G E N February 7,2022 I�. A WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SatWintormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG T26748453 3005743_4816_WATERSO AH13 Hip 2 1 _G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Feb 4 07:43:45 2022 Page 1 ID:JtH S m_VepG 13hfws R WAELZzvS7N-I U beV IagODgm6N IZS Po G DYLTPdy3 Lo4Y2o7N V Rzoaji 2-4-0 , 113-0.0 1s-0-0 , 29-B-0 _ i_ _32-0-0 J z-4-0 10-8.0 6-0-D 10.8-0 i 5x8 = 14 15 5x8 = 1.5x8 STP = 4xB = 4x8 = 4x6 = 1.5x8 STP = 3x8 11 3x8 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/rP12014 LUMBER - TOP CHORD 2x6 SP M 26 -Except- 3-4: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Horz 11=-529(LC 10) Max Uplift 11=-1769(LC 12), 7=-1595(LC 12) Max Grav 11=1666(LC 17), 7=1666(LC 18) Scale = 1:56.8 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.52 Vert(LL) -0.3710-11 >883 240 MT20 244/190 BC 0.60 Vert(CT) -0.4510-11 >736 180 WB 0.57 Horz(CT) -0.02 7 n/a n/a Matrix-SH Weight: 216 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. WEBS 1 Row at midpt 2-10. 5-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-852/455, 2-3=1687/1525, 3-4=1389/1612, 4-5=-1686/1525, 5-6=-B69/538 BOT CHORD 1-11=686/8B% 10-11=-828/1297, 8-10=-735/1433, 7-8=717/906, 6-7=-717/906 WEBS 2-11=1418/1910, 2-10=582/1188, 3-10=30/348, 4-8=28/347, 5-8=673/1207, 5-7=1418/1808 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 13-0-0, Exterior(2E) 13-0-0 to 19-0-0, Extefior(2R) 19-0-0 to 27-5-13, Interior(1) 27-5-13 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1769, 7=1595. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 7,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ° Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMP/r Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saferylnformatron available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_3005743 4816 WATERSONG T26746454 3005743_4816_WATERSO AH15 Hip 1 1 —G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Feb 4 07:43:46 2022 Page 1 ID:JIHSm_VepGl3hfwsRWAEL7ivS7N-mhg0iebnnWodkXs106JVlluzzl F14A7iHStw2uzoajh 2-4-0 , 4&0 , 15-0-0 , 17-0-0 , 23-6-0 , z9-8•o , 32.0-0 , 2.4-0 2-4.0 to-4-o 2-0-0 6-2-0 z-0-o 6x6 = 6x6 = 3x6 I I Too 12 5 6 7 Scale = 1:70.4 3x12 MT20HS = 13 1.5x8 STP = 1.5x8 STP = 4x12 = 3x8 11 5x8 = 7x10 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x6 SP N0.2 *Except* 6-8,1-4: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 19=0-8-0, 11=0-8-0 Max Horz 19=609(LC 11) Max Uplift 19=1764(LC 12), 11=1593(LC 12) Max Grav 19=1487(LC 1), 11=1479(LC 1) 32-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.87 Vert(LL) 0.15 13 >999 240 MT20 244/190 BC 0.81 Vert(CT)-0.2615-16 >999 180 MT20HS 187/143 WB 0.84 Horz(CT) -0.15 11 n/a n/a Matrix-SH Weight: 262 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. Except: 6-0-0 oc bracing: 16.18 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 3-15, 8-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=371/142, 2-3=1244/1188, 3-5=1617/1571, 5-6=1451/1652, 6-7=-1662/1917, 7-8=1551/1644, 8-9=-421/407, 9-10=377/0 BOT CHORD 1-19=-81/381, 18-19=-542/570, 16-18=782/1032, 3-16=699/1084, 15-16=-2056/2697, 14-15=-556/1184, 12-14=-364/380, 7-14=-331/535, 11-12=-1059/1199, 10-11=0/290 WEBS 2-19=-1573/1611,2-18=-1658/1442,3-15=-1365/1419,5-15=-160/426,6-15=593/729, 6.14=-754/531,B-12=-358/572,8-11=1366/1401,9-11=543/830 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuR=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) B-0-0 to 15-0-0, Exterior(2E) 15-0-0 to 17-0-0, Exterior(2R) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 19=1764,11=1593. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' tilt Inrairrh .`���: � �� G E N S�•.�' ice: NO, 6818'2> ` S -OF .'ZU i� c 64gpitrVelez PE No 68182. MiTek PSA; Inc. FL'Ceri,6634r '6904 Parke fast Blvd: Tampa FL 33610 Date:; February 7,2022 ,® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ` Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web andlor 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?plf 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 Coastal Const 3005743_4816 WATERSONG T2674t3455 3005743_4816_WATERSO AH15A Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Aug 16 2021 Mi-rek Industries, Inc. Fri Feb 4 07:43:48 2022 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS7N-j3Hn7Kc1J72Lzr087XLzgAz HgzSY9c7klM16mzoajf 2.4-0 5-6-0 15-0.0 17-e•0 23-6-0 29-e-0 32.0.0 2-4-0 6-2.0 6-6-0 2-U-o 6.60 6-2-0 2�-0 -o d 6xe = 6x8 = 7.00 FIT one — 13 12 „ 10 9 1.5xe STP = 5x6 = 1.5xB STP = 7x10 = 3x4 = 3x4 = 7x10 = Scale = 1:62.7 r 2-0-0 2.M0 15-0-0 2:2-0 29-8-0 3Q-Or0 32-L" 2.0.0 0-4-0 12-04 2-0-0 12-9-0 0-4-0 2-0-0 Plate Offsets (X,Y)— [3:0-5-0,04-81,[6:0-5-0,0.48],[9:0-3-8,0-4-12),[13:0-3-8,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 13=0.8-0, 9=0-8-0 Max Horz 13=609(1_C 10) Max Uplift 13=1769(LC 12), 9=-1595(LC 12) Max Grav 13=1642(LC 17), 9=1642(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-511/0, 2-3=650/279, 3-4=-1449/1547, 4-5=-1291/1531, 5-6=1449/1548, 6-7=650/403, 7-8=511/0 BOT CHORD 1-13=0/406, 12-13=-1055/1696, 10-12=521/1319, 9-10=1076/1267, 8-9=0/406 WEBS 2-13=-485r797, 3-13=1256/1526, 3-12=-474/669, 4-12=346/421, 5-10=357/420, 6-10=476/695, 6-9=1256/1412, 7-9=485/771 Structural wood sheathing directly applied or 5-9-0 oc purlins. Rigid ceiling directly applied or 7-0-6 oc bracing. 1 Row at midpt 3-13, 3-12, 6-10, 6-9 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuR=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Intedor(1) 6-0-0 to 15-0-0, Exterior(2E) 15-D-0 to 17-0-0, Exterior(21R) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 13=1769, 9=1595. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code." �ttlIN llllfll! N 681'82 i OF STAO 'C) .• Eastp!Ivd 7agipa PL 3361,0 February 7,2022 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mrrek® 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 WOW 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?P11 QuaW CrUerfa, 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 Coastal Const_30D5743_4816 WATERSONG T26748456 3005743 4816_WATERSO 1 1 _G B Common Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8A30 s Aug 16 2021 MTek Industries, Inc. Fri Feb 4 07:43:55 2022 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-0PCQbjiQfHwLJw2U2Vzccfl4xfQihJ31LLYvsszoajY 2-4-0 12-0-0 i 21-8-0 21-0 9-8-0 9-8-0 9 1.5x8 STP = 3x8 11 4x6 = 5x8 = 6 1.5x8 STP = 3x8 II I� Scale=1:50.0 LOADING (psf) TCLL 20.0 TCDL 16.0 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 0.90 BC 0.32 WB 0.60 Matrix-SH DEFL. in Vert(LL) -0.04 Vert(CT) -0.08 Horz(CT) 0.01 (loc) I/defl Lid 7-9 >999 240 7-9 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 163 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 9=0-B-0 Max Horz 9=487(LC 11) Max Uplift 6=-1192(LC 12), 9=1371(LC 12) Max Grav 6=1104(LC 1), 9=1104(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-469/193, 2-3=1169/946, 3-4=1169/946, 4-5=-469/329 BOT CHORD 1-9=-347/550, 7-9=-499/935, 6-7=457/550, 5-6=-457/550 WEBS 3-7=0/315, 4-7=329/646, 4-6=-1317/1442, 2-7=-308/625, 2-9=1317/1475 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) D-0-0 to 6-D-0, Interior(1) 6-0-0 to 12-0-0, Exterior(2R) 12-0-0 to 18-0-0, Interior(1) 18-0-0 to 24-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 6=1192, 9=1371. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,`���oP(UIN VF�� . E 1VSF•.� G �. �:. N:o 6,81:8;2y Date;; February 7,2022 ® 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 MITek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not e 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/rPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saretylnfornation available from Truss Plate Institute, 2670 Crain Highway, Suile 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG T26748457 3005743_4816_WATERSO B1 Common 2 1 -G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Feb 4 07:43:56 2022 Page 1 I D:JtHSm_VepGl 3hfwsRWAELZzvS?N-Ucm oo3i2Qb2Cx3dgbDVr9s IGx3m RQneAa?I S OJzoajX 20 12-0-0 22-M 29 9-8-0 - - - — 10-0-0 8 1.5xB STP = 3x8 11 6x8 11 4x6 = 5x8 = 2-0 0 2,4 0 12-M 22-M r 2M 0 V1 946-0 10-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 TCDL 16.0 Lumber DOL 1.25 BC 0.35 BCLL 0.0 Rep Stress [nor YES WB 0.51 BCDL 10.0 Code FBC2020lrP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 *Except* 3-4: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5: 2x6 SP No.2 Scale = 1:48.6 0 5 3x6 11 DEFL. in (too) Vdefl Lid PLATES GRIP Vert(LL) -0.05 5-6 >999 240 MT20 244/190 Vert(CT) -0.11 5-6 >999 180 Horz(CT) 0.01 5 n/a n/a Weight: 154 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. REACTIONS. (size) 8=0-8-0, 5=Mechanical Max Horz 8=557(LC 11) Max Uplift 8=1389(LC 12), 5=951(LC 12) Max Grav 8=1122(LC 1), 5=881(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-462/189, 2-3=1201/976, 3-4=1181/949, 4-5=-1080/975 BOT CHORD 1-8=-335/540, 6-8=-606/905, 5-6=447/543 WEBS 2-8=1330/1480, 2-6=283/640, 3-6=0/330, 4-6=225/622 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. onal) and C-C 6 a0 I ( V o ;��iOPau�N t end vertical eft and right expos d CEC for members to 18-0-0, nteriorrl 18-0-0 to 21-9-4 zone; cantilever left and rightexposed 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 speck to the use of this truss component. Z. • 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 100 lb uplift at joint(s) except (jt=lb) � a g cu' OF 8=1389, 5=951. 8 'This manufactured product is designed as an individual building component. The suitability and use of this component for an P 9 9 P dY P Y� �Ft1v.` ssr3 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." :' •'GC February 7,2022 ® WARNING - Verity 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 ANSUfP/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_30D5743_4816 WATERSONG 3005743 4816 WATERSO T26748458 _G — — BH7 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Feb 4 07:43:59 2022 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-uBRxR51xj WQnoXMFHL2YnVwnbGm_d31 cGzW6?dzoajU 2� 0 7-M 12-0-0 172-0 21-8-0 _ _� 24-0-0 2-0-0 448-0 5-M 5-0-0 443 -0 2.4-0 Scale = 1:40.0 Special 6x8 = Special 3 13 Special Special Special 6x8 = Special 6x8 = 14 4 15 16 5 I�. IVAILCU 4x0 — NAILCU INAILCU 1.5x8 STP = 6x8 = NAILED 6x8 = 1.5x8 STP = 3x12 MT20HS I I THJA28 THJA2B 3xl2 MT20HS II Plate LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0:0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/rP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.85 Vert(LL) 0.21 9-11 >999 240 MT20 244/190 BC 0.49 Vert(CT) 0.20 9-11 >999 180 MT20HS 187/143 WB 0.86 Horz(CT) -0.04 8 n/a n/a Matrix-SH Weight: 164 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 3-8-15 oc bracing: 9-11. WEBS 1 Row at micipt 2-11. 6-9 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Harz 12=287(LC 31) Max Uplift 12=-3250(LC 8), 8=3070(LC 8) Max Grav 12=1948(LC 39),8=1948(LC 38) t FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-214/2B9, 2-3=2312/3306, 34=2010/2995, 4-5=-2010/3020, 5-6=-2312/3332, 6-7=-188/289 BOT CHORD 11 -1 2=-464/353, 9-11=-3462/2507 WEBS 2-12=-1999/2880, 2-11=-2640/2052, 3-11=-285/358, 4-11=-733/1124, 4-9=731/1123, 5-9=-286/355, 6-9=2645/2061, 6-B=1996/2791 NOTES- (15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuK=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right 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 100 lb uplift at joint(s) except (jt=lb) 12=3250, 8=3070. 9) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 16-11-10 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-1 Old (0.148"xY) or 3-12d (0.148"x3.25) toe -nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 890 lb down and 1126 lb up at 7-0-0, 330 lb down and 425 lb up at 9-0-12, 330 lb down and 425 lb up at 11-0-12, 330 lb down and 425 lb up at 12-11-4, and 330 lb down and 425 lb up at 14-11-4, and 890 lb down and 1126 lb up at 17-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. ,`�,<lLtllll(l�fit ,���OPQIJIN VF�4 S NV 681'8Z ST OF O . R Q n,._%` February 7,2022 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ` Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I VI iTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdca5on, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, OSS-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylntormation available from Truss Plate Institute, 2670 Crain Highway, Suile 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG 30D5743_4816_WATERSO T26748458 _G BH7 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.43U s Aug 16 ZU21 ml I eK Inaustrles, Inc. rn t-el) 4 U/:43:Mf 2uL2 rage 2 ID:JtHSm VepGl3hfwsRWAEL2zvS7N-uBRxR51xjWQnoXMFHL2YnVwnbGm_d3lcGzW67dzoajU 15) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 3-5=72, 5-7=72, 1-7=20 C-oncentrated Loads (lb) Vert: 3=-215(B) 5=215(B) 11=145(B) 9=145(B) 13=111(B) 14=111(B) 15=-111(B) 16=-111(B) ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. Design valid for use ontywith MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �t^ 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MewIs prevent 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 ANSYM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_3005743_4816 WATERSONG I T26748459 3005743_4816_WATERSO BH9 Hip 1 1 -G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33bU4, u.43u s Aug l6 zuzi mi I eK mdusines,.Inc. rr1 veo 4 ur:4q:uu euZZ rage -, ID:J1H Sm_VepG 13hfws RWAELZzvS? N-M N?J eRIZU pZePhxRg2ZnJ iTOG g9YMdym VdGgX4zoajT 2-0 0 9-0-0 12-M 15-0-0 21-M 2 6-B-0 3-0-0 3-0-0 6-8-0 _ 21 � Scale = 1:41.2 4x6 = 2x4 II 4x6 = 3x4 = I I 4x6 — 5x8 = - 3x4 = 1.5x8 STP = 1.Sx8 STP = 3x8 11 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 16.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WB 0.43 BCDL 10.0 Code FBC2020lrP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 8=0-8-0 Max Horz 11=369(LC 10) Max Uplift 11=-1371(LC 12). 8=1192(LC 12) Max Grav 11=1104(LC 1), 8=1104(LC 1) 3x8 11 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.05 9-11 >999 240 MT20 244/190 Vert(CT) -0.11 9-11 >999 180 Horz(CT) 0.01 8 n/a n/a Weight: 158 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9. 6-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=323/95, 2-3=1064/1063, 3-4=956/1104, 4-5=956/1104, 5-6=-1064/1062, 6-7=339/103 BOT CHORD 1-11=-124/333, 9-11=-434/702, 8-9=131/349, 7-8=-131/349 WEBS 2-11=-981/1446, 2-9=-657/820, 6-9=747/833, 6-B=-981/1390 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) G-0-0 to 6-0-0, Interior(1) 6-0-0 to 9-0-0, Exterior(2E) 9-0-0 to 15-0-0, Exterior(21R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 24-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown Covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb. uplift atjoint(s) except at=lb) 11=1371, 8=1192. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No ,STA OF ._ i... �OR\.P 0iglj*,V6lei PE N6.66182,. M1T0k USA;;InC;, FL`Cert,6634 ;6904;Parke EastBCvd: Tarnpa Ft. 33610, Date;; February 7,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119r1020 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 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 ANS117PI1 Quality Criteda, 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 Coastal Const_3005743_4816 WATERSONG T26748460 3005743_4816_WATERSO BH11 Hip 1 1 —G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Feb 4 U7:43:51 2U22 Page 1 I D: J1H Sm_VepG 13hfwsRWAELZzvS?N-yoJB OPjgBuA3YDCs9wO4i4rSXS7H9AXJofl Oxlzoaj W 2.4-0 11-0-0 12-ao,13- -01 _ _ _ 21-8-0 , z4:0.0 , 2� &8-0 1-0-0 1-0.0 8-6-0 ' 24-0 ' Scale=1:49.1 4" 6 = 2x4 114xS = 3 4 5 1.5xB STP = 4x6 = 5x8 = 1.5x8 STP = 3x8 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 8=0-8-0 Max Horz 11=-449(LC 10) Max Uplift 11=1371(LC 12), 8=-1192(LC 12) Max Grav 11=1104(LC 1), 8=1104(LC 1) 3x8 11 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TC 0.83 Vert(LL) -0.04 9-11 >999 240 MT20 244/190 BC 0.31 Vert(CT) -0.08 9-11 >999 180 WB 0.79 Horz(CT) 0.01 8 n/a n/a Matrix-SH Weight: 162 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=386/159, 2-3=994/975, 3-4=-902/1089, 4-5=-902/1089, 5-6=994/974, 6-7=-400/251 BOT CHORD 1 -11 =305/439, 9-11=-470/872, 8-9=347/453, 7-8=347/453 WEBS 2-11=-1048/1440, 2-9=404/678, 4-9=0/301, 6-9=-436/693, 6-8=1048/1343 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuh=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=6Dft; eave=7ft; Cat. 11: Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 11-0.0, Exterior(2E) 11-0-0 to 13-0-0, Exterior(21R) 13-0-0 to 21-8-0, Interior(1) 21-8-0 to 24-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live'loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=1b) 11=1371,8=1192. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." `�<<Ilililllfllll A �• No 6818`2 Of East,Bivd.,Jampa FL 33610 February 7,2022 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not at ss 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 Mole Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sarefylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG T26748461 3005743_4816_WATERSO CJ1 Comer Jack 16 1 —G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Feb 4 07:44:01 2022 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-gZZhrnmBF7hV1 rWeOm4Osw7J74X05AwvjH7D4WzoajS 1-0-0 1-0-0 Scale = 1:8.5 7.00 12 '4 3x4 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS \ SPECIFIED BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 6 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=94(LC 12), 3=166(LC 12) Max Uplift 2=167(1_13 12) Max Grav 2=91(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-486/105 BOT CHORD 1-3=89/4114 NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=6oft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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. t1� 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 ��% � -1i will fit between the bottom chord and any other members. ��,`OPaU 1 N �/�t 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) �� , C' ENS'• + �� 2=167.' 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any N;O sa 18'2 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,STAOF .•. Fasi',BIV_d:,Tampa FL 33610: February 7,2022 ®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 ANSI/fPH Quality Criteria, DSB-69 and BCS/ Building Component 6904 Parke East Blvd. Safely/nformat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty PlyTJob l Const_3005743_4816 WATERSONG T267413462 3005743_4816_1NATERSO CJ3 Corner Jack 10 —G erence (optional) Builders FirstSource (Tampa, FL), Tampa, FL-33564, U.43U a AUg It 1Ull mi I eK Inaustrles, Inc. t-n FeD 4 U/:44:U1 2ULL rage l ID:JtHSm VepGl3hfwsRWAELZzvS7N-gZZhmmBF7hV1rWeOm4Osw?ld4V25AwvjH7D4WzoajS 3-M 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 4 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 2 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 BOT CHORD REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=203(LC 12) Max Uplift 2=-217(LC 12), 3=-492(LC 1), 4=-887(LC 12) Max Grav 2=145(LC 17), 3=650(LC 12), 4=657(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 14=163/310 Scale = 1:14.4 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=217, 3=492, 4=887. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code" February 7,2022 ® 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 M7ek® 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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?P/f Oualfly Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Saretyintbrmatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743-4816 WATERSONG T26748463 3005743_4816_WATERSO CJ3A Comer Jack 2 1 —G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Feb 4 07:44:02 2022 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-Im7336npORpLf 5gyTbFP7YTMTgOqd93yxlncyzoajR 3-M , 1.5x8 STP = Scale = 1:14.4 Plate Offsets (X Y)— [1:0-2-8 0-1-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 file n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=11i'lechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=203(LC 12) Max Uplift 2=217(LC 12), 3=83(LC 1), 4=-2B7(LC 12) Max Gram 2=145(LC 17),3=118(LC 12),4=247(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-4=-163/310 NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=217, 4=287. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." %%o a,I I N VFW N'o 68182 v ®� ,SOF February 7,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 property incorporate this design into the overall Mel( building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVliTelc" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSfyfPll 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 Coastal Const-3005743-4816 WATERSONG T26748464 3005743_4816_WATERSO CJ5 Corner Jack 10 1 -G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiFek Industries, Inc. Fri Feb 4 07:44:03 2022 Page 1 I D: JtH Sm-VepG 13hfwsRWAELZzvS7N-nyhSGSoRnkxCGBgOWB7 UxL5Yut1 _Z3PC BbU KBPzoajQ. 1.5x8 STP = 2-0-0 5-M 2.0.0 -0 2-8-0 Plate Offsets (X,Y)- [1:0-4-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.02 3-4 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(CT) 0.11 2 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=336(LC 12) Max Uplift 2=-362(LC 12), 3=154(1_C 1). 4=-511(LC 12) Max Grav 2=243(LC 17), 3=21B(LC 12), 4=431(LC 1) FORCES. (lb) --Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-286/176 BOT CHORD 14=247/478 0 A Scale = 1:21.0 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins. Rigid ceiling directly applied or 4-11-1 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; VuIt=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=362, 3=154, 4=511. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' `,�,�NIN �t11111►11�,I No. 8.8182 February 7,2022 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MIMI) 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 Mel( always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Cdterla, 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 Coastal Const-3005743-4816 WATERSONG T26748465 3005743_4816_WATERSO CJ5A Corner Jack 2 1 —G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri FeD 4 U7:44:U3 2022 F'age 1 I D: JtHSm—Vep G 13hfwsR WAELZzvS? N-nyhS G SoRnkxCGBgOWB7UxL5Yul8BZ3PCB bUK8PzoajQ 5-M 5-0-0 1.5x8 STP = 1-0-0 1 5-0-0 1 0 0 4 3-8-0 Plate Offsets (X,Y)— (1:0-4-0,0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.02 3-4 >999 240 TCDL, 16.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES W6 0.00 Horz(CT) 0.03 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=336(LC 12) Max Uplift 2=-362(LC 12). 3=35(LC 1), 4=-310(LC 12) Max Grav 2=243(LC 17), 3=86(LC 12), 4=311(LC 1) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-286/176 BOT CHORD 1-4=247/478 Scale = 1:21.0 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 cc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vuft=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp.D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2). 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 atjoint(s) 3 except at=lb) 2=362,4=310. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' `11►1111111fII�I 1%0 P MIN vF� Njb 8.8i$;2 Date:, OF February 7,2022 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i1/iiTek� 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 ANSI1TPI1 Qualify Cdfeda, DS13-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_3005743_4816 WATERSONG T26748466 3005743_4816_WATERSO I EJ Jack -Closed 2 1 -G I Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 15 2021 MITeK Industries, Inc. Fri Feb 4 Ut:44:U4 ZUZZ Hage 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-FBFgUop3Y233ulEC3uej UYdiFH UslWfLPFEtgrzoajP 5-7-0 5r10$ 5-7-0 Scale=1:23.7 4x6 1.5x8 STP = 3x8 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.01 5-6 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.01 5-6 >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 FBC2020trP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 4=Mechanical, 6=0-8-0 Max Horz 6=419(LC 9) Max Uplift 4=301(LC 9), 6=-41O(LC 12) Max Grav 4=282(LC 17), 6=347(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=390/295, 2-5= 448/586 BOT CHORD 1-6=-376/609 PLATES GRIP MT20 244/190 Weight: 34 lb FT = 20% Structural wood sheathing directly applied or 5-10-8 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60R; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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 (it --lb) 4=301,6=410. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." N,, 68182 February 7,2022 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 BEFORE USE. ` Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not at russ 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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 ANSUlP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saletylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG 3005743 4816 WATERSO — — T2674B467 _G EJ7 Jack -Open 17 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, 1.5x8 STP = 7-M 8.430 s Aug 16 2021 Mi I-ek Industries, Inc. Fri Feb 4 07:44:04 2022 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-FBFgUop3Y233ulEC3uej UYdgLHNfl WFLPFEtgrzoajP LOADING (psf)- SPACING- 2-0-0 CSI. DEFL. in (loc) Wen Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.04 3-4 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 2 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=470(LC 12) Max Uplift 2=-401(LC 12), 3=26(LC 1), 4=515(LC 12) Max Grav 2=265(LC 17), 3=61(LC 12), 4=481(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-290/180 BOT CHORD 1-4=-314/611 Scale=1:27.1 PLATES GRIP MT20 244/190 Weight: 36 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puriins. Rigid ceiling directly applied or 7-6-1 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Cpsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 CO lb uplift atjoint(s) 3 except Ut=lb) 2=401, 4=515. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Quiiv iVF�'�•,,. !;NE*IV. i NV681,02 -JoaigA.Melez PE.No.68182, Mifiik USA;:Inc."FL Celt 6634;. .:064 Parke East Blvd: Tampa FL 33610 Date:; February 7,2022 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with 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 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 ANSI?PIf Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Coastal Const_3005743_4816 WATERSONG T26748468 3005743_4816_WATERSO EJ7A Jack -Open 1 1 -G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Feb 4 07:44:05 2022 Page 1 ID:J1HSm_VepGl3hfwsRWAELZzvS7N jLoChBphJMBwWSpPdc9yOmAq_hgxlzvVevzRDHzoajO 5-0-0 5-0-0 4x6 5x8 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.03 3-4 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-R I I I LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=423(LC 12) Max Uplift 4=-45(LC 12), 2=376(LC 12), 3=-59(LC 12) Max Grav 4=220(LC 1), 2=23B(LC 17), 3=95(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=285/179 Scale = 1:26.1 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-16; Vu@=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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) 4 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) 4, 3 except Ot=lb) 2=376. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." (j,.UiN N;o 6.818. 'ki1A .. ,S,TXWI OF February 7,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ` Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTpik� 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 ANS11TP1f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG 3005743 4816 WATERSO T26748469 _G — — EJJ Jack -Closed 20 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL-33564, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Feb 4 07:44:06 2022 Page 1 ID:JtHSm_VepGl3hfwsRWAEL7ivS?N-BXMavUgK4fJn7cObBJgBZzjBL5FPmQ9etZj IjzoajN 1-7-0 1-10 8 1-7-0 038 Scale = 1:11.1 3x6 11 3x4 = 5 2x4 II PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 1-7-0 , 1-10-8 i 1-7-n D-?-8 LOADING (psi) SPACING- 2-0 0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 5 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No BOT CHORD REACTIONS. (size) 4=Mechanical, 2--Mechanical Max Horz 4=226(LC 12), 2=174(LC 12) Max Uplift 2=-310(LC 12), Max Grav 2=161(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-627/160, 2-5=267/44 BOT CHORD 1-5=-139/622, 4-5=180/596 PLATES GRIP MT20 2441190 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-16; Vu@=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=310. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building Code." llro, ♦. N, . 6$1:8;2; February 7,2022 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 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 ANSUTP11 Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saretylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG T26748470 3005743_4816_WATERSO HJ Diagonal Hip Girder 1 1 `G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, tf.4JU s Aug lb ZUn ml I eK mousmes, Inc. r-n reo 4 Ur:44:V0 ZuZZ rage -r ID:JtHSm_VepGl3hfwsRWAELZzvS?N-BXMavUgK4fJn7cObBJgBZzj?n541 mQ9et7j_IjzoajN i 4-0-9 7-11-7 8r2-1,5 4-0-9 3-10-15 -3 Special NAILED NAILED NAILED V�V NAILED LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.08 4-5 TCDL 16.0 Lumber COL 1.25 BC 0.79 Vert(CT) -0.07 4-5 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 BCDL 10.0 Code FBC2020rrP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 4=Mechanical, 5=0-11-5 Max Horz 5=418(LC 5) Max Uplift 4=935(LC 5), 5=1025(LC 8) Max Grav 4=765(LC 26), 5=744(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-407/290, 2-4=538/904 BOT CHORD 1-5=-179/396 Vdefl Lid >960 240 >999 180 n/a n/a Scale = 1:25.1 PLATES GRIP MT20 244/190 Weight: 45 lb FT = 20% Structural wood sheathing directly applied or 6-D-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-5-9 oc bracing. NOTES- (10) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=935, 5=1025. 7) "NAILED" indicates 3-10d (0.148'X3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 347 lb down and 410 lb up at 7-0-14, and 347 lb down and 410 lb up at 7-D-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2=72, 2-3=72, 1-4=20 Concentrated Loads (lb) Vert: 6=8(F=4, B=-4) 7=169(F=85, 13=85) 8=125(F=63, B=63) 9=125(F=62, B=62) b1111I1#4 `,�PaC February 7,2022 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. Design valid for use onywith 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 Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW building design. prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses.and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Safelyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG T26748471 3005743_4816_WATERSO HJ7 Diagonal Hip Girder 5 1 —G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Feb 4 07:44:07 2022 Page 1 I D:J1HSm_VepGl3hfwsRWAELZzvS7N-fjwy6grygzRelmznlOBQ6BFGLUN2Vo1 o6DSYHAzoajM 3-2-4 4-10-1 9-6-9 9 10 1 3-2-4 1-7-14 4 8 8 Scale = 1:29.1 NAILED 3x8—II SUR26 NAILED LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCDL 16.0 Lumber DOL 1.25 BC 0.99 BCLL 0.0 Rep Stress Incr NO WB 0.34 BCDL 10.0 Code FBC2020frP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=470(LC 8) Max Uplift 3=-614(LC 8), 4=263(LC 17), 5=-1882(LC 8) Max Grav 3=416(LC 28), 4=42B(LC 22), 5=1902(LC 27) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=520/1199, 2-3=427/321 BOT CHORD 1-5=97/470 WEBS 2-5=-908/1158 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.32 4-5 >246 240 MT20 244/190 Vert(CT) -0.29 4-5 >272 180 Horz(CT) 0.20 3 n/a n/a Weight: 50 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. NOTES- (14) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements speck 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=614,4=263,5=1882. 8) Use Simpson Strong -Tie SUL26 (6-10dx1 112 Girder, 6-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong -Tie SUR26 (6-1Odxl 1/2 Girder, 6-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"xW) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 348 lb down and 416 lb up at 7-0-14, and 348 Ib down and 416 lb up at 7-0-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." %��� ON IV��i bA�l J�,: OF SZ ;01� Pt�; F11i East;B(vd:7ampa fL 33610- February 7,2022 Kim IN it I ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saf rlylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG T26748471 3005743 4816_WATERSO HJ7 Diagonal Hip Girder 5 1 _G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, U.43U s Aug_1a ZU21 MI I eK Industries, Inc. rn t-eD 4 Uf:44:Uf 2U22 rage 2 ID:JIHSm_VepGl3hfwsRWAELZzvS7N-fjwy6grygzRelmznl0BO6BFGLUN2Vol o6DSYHAzoajM LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 1-4=20 Concentrated Loads (lb) Vert: 6=-B(F=-4, B=-4) 7=152(F=76, B=76) 8=125(F=63, B=63) 9=588(F=294, B=294) 10=188(F=94, B=94) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual. building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Mel(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 ANSYTP1f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const 3005743_4816 WATERSONG 3005743_4816_WATERSO T26748472 _G HJJ Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, B.430 s Aug 15 2021 MTek Industries, Inc. Fri Feb 4 07:44:08 2022 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-7wU LJAsabHZVNvY_IkifeOoUZuv4EKexKtC5gczoajL 2-3-9 2-7-1 2-3-9 0-3 8 "r r-' a d 3x4 = 4 NAILED 2x4 II Scale = 1:11.0 -NAILED PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 1 n/r 120 TCDL 16.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 4=Mechanical Max Horz 3=-643(LC 8), 4=690(LC 8) Max Uplift 3=602(LC 8) Max Grav 3=364(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-613/389, 2-3=824/506 BOT CHORD 1-4=333/617 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 2-7-1 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (9) 1) Wind: ASCE 7-16; VuK=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible forverifying 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.Dpsf 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 Ito uplift atjoint(s) except (jt=lb) 3=602. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NOS guldlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=72, 2-3=72, 1-4=20 Concentrated Loads (lb) Vert: 5=-136(F=-66, B=-68) ;� • N;o; 681.82; February 7,2022 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIk7473 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 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 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 2D601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 3005743_41116 WATERSONG T26748473 3005743_4816 WATERSO MGR Monopitch Girder 1 1 _G Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, b.43U s Aug lb YUel MI I eK mcuslnes, Inc. rn reo ti Ur:":Ua ZVc rage I ID:JtHSm_VepG 13hfwsRWAE LZzvS?N-b62jXWsCMahM_37As REuBcLXF19gzmJ4ZXyeM2zoaj K 5-0-0 2x4 ii 2 4xB 1.5xB STP = 4x6 = Scale=1:26.1 2 i4 11 5-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) 0.15 3-4 >389 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.13 3-4 >448 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-P Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 4=0-8-0 Max Horz 4=469(LC 5) Max Uplift 3=1117(LC 5), 4=1314(LC 8) Max Grav 3=970(LC 25). 4=1238(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-287/136, 2-3=247/260 _BOT CHORD 3-4=-456/232 WEBS 1-3=201/343 Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-0-8 oc bracing. NOTES- (10) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; 13=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=1117, 4=1314. 7) Use Simpson Strong -Tie LUS26 (4-1Od Girder, 4-1Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 3-0-12 to connect truss(es) to front face of bottom chord. B) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=72, 3-4=20 Concentrated Loads (Ib) Vert: 5=862(F) 6=861(F) AJ I N .11P.41, O . C Ai N;O 68182y w + ,S, OF February 7,2022 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with M7ek0 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 Mew ek• building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IVI) l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Cdterta, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Saletylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_3005743-4816 WATERSONG 3005743 4816 WATERSO T26748474 _G — — VT Valley 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 3x4 i LOADING (psf) SPACING- 2-0-0 - CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 16.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/rP12014 Matrix-P LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=2-11-9, 3=2-11-9 Max Horz 1=141(LC 9) Max Uplift 1=-88(LC 12). 3=113(LC 12) Max Grav 1=95(LC 17), 3=123(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Feb 4 07:44:09 2022 Page 1 I D: JtH Sm_VepG 13hfwsR WAELZzvS?N-b62jXWsCMahM_37As REu B cLgj IHkznu4ZXyeM2zoajK 3-0-0 2x4 11 2 2x4 11 -DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 3 rile n/a Scale=1:11.6 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; 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 speck to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 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 Ib uplift at joint(s) 1 except Qt=lb) 3=113. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." i V,.i i�i�,, E N': .� . Z �.. N;o', 6818;2, r '. 'ST.4)(OF .. EasE6lvd;.T4rnpa F1336.% February 7,2022 ® 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 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 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 i�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/Tpll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_3005743_4816 WATERSONG 3005743 4816 WATERSO T2674B475 —G — — VTGE Valley 1 1 Job Reference (optional) Builders FirstSeurce (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Feb 4 07:44:10 2022 Page 1 ID: JtHSm_VepGl 3hfwsRWAEL7svS?N-31c5kstg7upDcD iMQ917jptpoibS i E8EoBhCuVzoajJ 2-0.0 i 4-0-0 , 2-0-0 2-0-0 ' 2x4 i LOADING (psi) SPACING- 2-D-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 16.0 Lumber DOL 1.25 BC 0.18 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020lrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 3=4-0-0 3x4 = 2 2x4 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a n/a Scale = 1:8.5 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz 1=59(LC 11) Max Uplift 1=146(LC 12), 3=146(LC 12) Max Grav 1=134(LC 1), 3=134(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-214/396, 2-3=214/396 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp D; Encl., GCpt=0.18; MWFRS (directional) and C-C Comer(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 ANSIfrPI 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 Do. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. *, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 1=146,3=146. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any articular building is the responsibility of the building designer per ANSI TPI 1 as referenced b the building code." P 9 P Y 9 9 P Y 9 0 No, 681;82 OF February 7,2022 1k ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-747p 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 indivI a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate al building component, not 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Crited regarding the , 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 r Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in it-insixteenths (Drawings not to scale) I Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing, is always required. See SCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For ��y1fi r c1-2 c2-3 wide truss spacing, individual lateral braces themselves bracing, O WEBS c�q 4 0_ T 0 0 �� y1 0_ may require or altemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never UO stack materials on inadequately braced trusses. EL c� U 4. Provide this miss design to the building EL copies of O O designer, erection supervisor, property owner and For 4 x 2 orientation, locate c>-e csa cs s BOTTOM CHORDS ~ all other interested parties. plates 0- r18' from Outside 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/rPI 1. "Plate location details available in MiTek 20I20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension Is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and. in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless Otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2012 MiTek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing Only: 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: 19. Review all portions of this design (front, back, words ANSI)TPI1: National Design Specification for Metal pictures) before use. Reviewing pictures alone is is not sufficient. Plate Connected Wood Truss Construction. D8B-89: Design Standard for Bracing. a 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSVrPI 1 Quality Criteria. Guide to Good Practice for Handling, 21.The design does not take into account any dynamic Installing &BraCing Of Metal Plate or other loads other than those expressly stated. Connected Wood, Trusses. MiTek Engirleering Reference Sheet: MII-7473 rev. 5/19/2020