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HomeMy WebLinkAboutTruss Engineering6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2332188_WATERSONG - Coastal Construction_2332188 WATERSONG Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 180 mph Roof Load: 46.0 psf Design Program: MiTek 20/20 8.2 1 of 1 This package includes 28 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: 37 Customer Info: COASTAL CONSTRUCTION AND DESIGN Project Name: - Model: 2332188_WATERSONG Subdivision: - Address: 4824 WATERSONG WAY, - State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: May 8,2020 Velez, Joaquin 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, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T20172501 A Date 5/8/202T20172502A15/8/203T20172503AH75/8/204T20172504AH7A5/8/205T20172505AH95/8/206T20172506AH9A5/8/207T20172507AH115/8/208T20172508AH11A5/8/209T20172509AH135/8/2010T20172510AH155/8/2011T20172511AH15A5/8/2012T20172512B5/8/2013T20172513B15/8/2014T20172514BH75/8/2015T20172515BH95/8/2016T20172516BH115/8/2017T20172517CJ15/8/2018T20172518CJ35/8/2019T20172519CJ3A5/8/2020T20172520CJ55/8/2021T20172521CJ5A5/8/2022T20172522EJ5/8/20 No.Seal#Truss Name 23 T20172523 EJ7 Date 5/8/2024T20172524EJ7A5/8/2025T20172525HJ5/8/2026T20172526HJ75/8/2027T20172527MGR5/8/2028T20172528VT5/8/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss A Truss Type Roof Special Qty 6 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172501 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:47 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-n93Mb3hEhrNIUq98c4opJq1DSzogAk0qrp0wyJzIaQ6 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 5x6 1.5x8 STP 1.5x8 STP 5x6 3x4 5x12 3x8 6x12 MT20HS 2x4 5x12 3x4 3x6 3x8 5x8 4x6 6x8 7x10 7x10 2x4 2-0-0 2-0-0 2-4-0 0-4-0 4-4-0 2-0-0 4-8-0 0-4-0 11-2-0 6-6-0 17-8-0 6-6-0 18-0-0 0-4-0 29-8-0 11-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 4-8-0 2-4-0 11-2-0 6-6-0 16-0-0 4-10-0 17-8-0 1-8-0 23-6-0 5-10-0 29-8-0 6-2-0 32-0-0 2-4-0 0- 6 - 1 0 9- 1 0 - 1 0 0- 6 - 1 0 1- 0 - 0 7.00 12 Plate Offsets (X,Y)-- [8:0-5-0,0-4-8], [11:0-3-8,0-4-12], [12:0-5-8,0-2-8], [14:0-3-11,0-3-0], [16:0-3-4,0-0-12], [19:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.68 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.22 0.16 (loc) 13 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 256 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 5-7-0 oc bracing: 16-18 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 5-14, 6-14, 8-11 REACTIONS. (size)19=0-8-0, 11=0-8-0 Max Horz 19=-648(LC 10) Max Uplift 19=-1764(LC 12), 11=-1593(LC 12) Max Grav 19=1487(LC 1), 11=1479(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/130, 2-3=-1719/1057, 3-5=-2782/1818, 5-6=-2044/1474, 6-7=-2643/1951, 7-8=-2373/1651, 8-9=-562/394, 9-10=-312/0 BOT CHORD 1-19=-125/329, 18-19=-595/636, 16-18=-973/753, 3-16=-943/788, 15-16=-1299/2231, 14-15=-1039/1908, 12-14=-367/545, 7-14=-570/552, 11-12=-1063/1753 WEBS 2-19=-2368/1613, 2-18=-1181/1739, 3-15=-581/486, 5-15=-66/358, 5-14=-1272/917, 6-14=-1433/1972, 8-12=-568/569, 8-11=-2103/1477, 9-11=-934/889 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 16-0-0, Exterior(2) 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss A1 Truss Type ROOF TRUSS Qty 12 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172502 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:48 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-FLclpOisS9V95_kKAnJ2s2aHYN5Cv9r_4SmTVlzIaQ5 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 1516 17 18 19 4x10 MT20HS 1.5x8 STP 1.5x8 STP 5x6 4x10 MT20HS 3x6 4x6 6x8 3x8 4x6 6x8 6x8 2x4 4x6 6x8 3x8 3x6 2-0-0 2-0-0 2-4-0 0-4-0 11-10-4 9-6-4 20-1-12 8-3-8 29-8-0 9-6-4 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 11-10-4 9-6-4 16-0-0 4-1-12 20-1-12 4-1-12 29-8-0 9-6-4 32-0-0 2-4-0 0- 6 - 1 0 9- 1 0 - 1 0 0- 6 - 1 0 7.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-4-0], [4:0-4-0,0-3-8], [6:0-4-0,0-3-8], [8:0-4-0,0-4-0], [10:0-4-12,0-1-8], [14:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.85 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.55 -0.60 0.02 (loc) 13-14 13-14 10 l/defl >594 >548 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 228 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)14=0-8-0, 10=0-8-0 Max Horz 14=648(LC 11) Max Uplift 14=-1653(LC 12), 10=-1479(LC 12) Max Grav 14=1601(LC 17), 10=1601(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-684/310, 2-4=-2604/1414, 4-5=-643/318, 5-6=-643/318, 6-8=-2604/1415, 8-9=-708/323 BOT CHORD 1-14=-365/698, 13-14=-872/1346, 11-13=-716/1758, 10-11=-424/722, 9-10=-424/722 WEBS 2-14=-2406/1708, 2-13=-469/1690, 4-13=-18/306, 4-15=-2172/1508, 6-15=-2172/1508, 5-15=-241/346, 6-11=-16/305, 8-11=-469/1710, 8-10=-2406/1702 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 16-0-0, Exterior(2) 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) 150.0lb AC unit load placed on the top chord, 16-0-0 from left end, supported at two points, 5-0-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(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 Continued on page 2 May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss A1 Truss Type ROOF TRUSS Qty 12 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172502 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:48 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-FLclpOisS9V95_kKAnJ2s2aHYN5Cv9r_4SmTVlzIaQ5 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=-20, 11-13=-60, 9-11=-20 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: 1-3=111, 3-5=91, 5-19=111, 9-19=91, 1-14=117, 13-14=-6, 11-13=-16, 10-11=-6, 9-10=117 Horz: 1-3=-119, 3-5=-99, 5-19=119, 9-19=99 Concentrated Loads (lb) Vert: 17=-75 18=-75 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=91, 5-16=111, 5-7=91, 7-9=111, 1-14=117, 13-14=-6, 11-13=-16, 10-11=-6, 9-10=117 Horz: 1-16=-99, 5-16=-119, 5-7=99, 7-9=119 Concentrated Loads (lb) 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=-131, 5-9=-131, 1-14=0, 13-14=-20, 11-13=-30, 10-11=-20, 9-10=0 Horz: 1-5=99, 5-9=-99 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=-131, 5-9=-131, 1-14=0, 13-14=-20, 11-13=-30, 10-11=-20, 9-10=0 Horz: 1-5=99, 5-9=-99 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 Horz: 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 Horz: 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 Horz: 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 Horz: 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 Horz: 1-5=-115, 5-9=115 Concentrated Loads (lb) Vert: 17=-75 18=-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 Horz: 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 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss A1 Truss Type ROOF TRUSS Qty 12 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172502 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:48 2020 Page 3 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-FLclpOisS9V95_kKAnJ2s2aHYN5Cv9r_4SmTVlzIaQ5 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-35, 5-9=-35, 1-14=49, 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 (plf) 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=-20, 11-13=-70, 9-11=-20 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=32, 13-14=-20, 11-13=-60, 9-11=-20 Horz: 1-5=27, 5-9=25 Concentrated Loads (lb) Vert: 17=-75 18=-75 18) Dead + 0.75 Roof Live (bal.) + 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=-20, 11-13=-60, 10-11=-20, 9-10=32 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=32, 13-14=-20, 11-13=-60, 9-11=-20 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=-20, 11-13=-60, 10-11=-20, 9-10=32 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=-20, 11-13=-60, 9-11=-20 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 (plf) Vert: 1-5=-32, 5-9=-62, 1-13=-20, 11-13=-60, 9-11=-20 Concentrated Loads (lb) Vert: 17=-75 18=-75 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss AH7 Truss Type Hip Girder Qty 1 Ply 2 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172503 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:58 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-zGDXvpp75ElkIXVFluUOG9_?APfPFl9SN0B?qAzIaPx Scale = 1:54.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 323x4 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x8 5x6 5x8 3x4 4x6 3x6 3x6 4x6 6x8 3x6 4x6 3x6 3x6 4x6 Special Special Special Special Special Special Special Special Special Special THJA26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED THJA26 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 16-0-0 9-0-0 16-2-0 0-2-0 25-0-0 8-10-0 29-8-0 4-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 7-0-0 4-8-0 16-0-0 9-0-0 25-0-0 9-0-0 29-8-0 4-8-0 32-0-0 2-4-0 0- 6 - 1 0 4- 7 - 1 0 0- 6 - 1 0 4- 7 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-2], [3:0-5-4,0-2-12], [4:0-4-8,0-1-8], [6:0-5-4,0-2-12], [9:0-4-4,0-1-8], [12:0-4-0,0-4-8], [15:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.22 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 0.04 -0.02 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 434 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)15=0-8-0, 12=0-8-0, 9=0-8-0 Max Horz 15=-287(LC 6) Max Uplift 15=-2223(LC 8), 12=-4300(LC 8), 9=-2047(LC 8) Max Grav 15=1274(LC 39), 12=2638(LC 36), 9=1272(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1438/1981, 3-4=-242/475, 4-6=-242/475, 6-7=-1455/2011 BOT CHORD 14-15=-373/293, 12-14=-1613/1414, 10-12=-1528/1250 WEBS 2-15=-1319/1839, 2-14=-1668/1348, 3-14=-363/228, 3-12=-1187/1553, 4-12=-1643/2680, 6-12=-1154/1583, 6-10=-362/224, 7-10=-1659/1337, 7-9=-1325/1753 NOTES-(14) 1) 2-ply truss to be connected together with 10d (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 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; 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 5) Provide adequate drainage to prevent water ponding. 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=lb) 15=2223, 12=4300, 9=2047. 9) 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. 10) 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. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Continued on page 2 May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss AH7 Truss Type Hip Girder Qty 1 Ply 2 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172503 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:58 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-zGDXvpp75ElkIXVFluUOG9_?APfPFl9SN0B?qAzIaPx NOTES-(14) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 870 lb down and 1116 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 870 lb down and 1116 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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." 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=-224(F) 5=-111(F) 6=-224(F) 14=150(F) 10=150(F) 16=-111(F) 17=-111(F) 18=-111(F) 20=-111(F) 22=-111(F) 23=-111(F) 24=-111(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss AH7A Truss Type Roof Special Girder Qty 1 Ply 2 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172504 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:59 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-RTnv69qlsXtbwg4RJb?doMXEyopW_AQbcgwYMczIaPw Scale = 1:59.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 163x4 1.5x8 STP 1.5x8 STP 5x6 6x8 6x8 3x4 4x6 3x6 3x6 5x8 5x8 4x6 3x8 Special Special LUS26 NAILED THJA26 2-0-0 2-0-0 2-4-0 0-4-0 12-0-0 9-8-0 25-0-0 13-0-0 29-8-0 4-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 12-0-0 9-8-0 17-0-0 5-0-0 25-0-0 8-0-0 29-8-0 4-8-0 32-0-0 2-4-0 0- 6 - 1 0 4- 7 - 1 0 7- 6 - 1 0 0- 6 - 1 0 4- 7 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-2], [8:0-4-12,0-1-8], [12:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.99 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.52 0.45 -0.03 (loc) 9-11 9-11 8 l/defl >634 >732 n/a L/d 240 180 n/a PLATES MT20 Weight: 442 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. REACTIONS. (size)12=0-8-0, 8=0-8-0 Max Horz 12=487(LC 7) Max Uplift 12=-2322(LC 8), 8=-3423(LC 8) Max Grav 12=1787(LC 36), 8=2804(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=-2120/2619, 4-5=-3131/3957, 5-6=-3636/4387, 6-7=-366/369 BOT CHORD 1-12=-469/535, 11-12=-575/980, 9-11=-3841/3411, 8-9=-229/299, 7-8=-229/299 WEBS 2-12=-1889/2541, 2-11=-1367/1694, 3-11=-1819/1577, 4-11=-2191/2878, 4-9=-1472/1806, 5-9=-578/801, 6-9=-3837/3414, 6-8=-3228/3907 NOTES-(14) 1) 2-ply truss to be connected together with 10d (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 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; 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 5) Provide adequate drainage to prevent water ponding. 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=lb) 12=2322, 8=3423. 9) 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 connect truss(es) to back face of bottom chord. 10) 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) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Continued on page 2 May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss AH7A Truss Type Roof Special Girder Qty 1 Ply 2 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172504 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:59 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-RTnv69qlsXtbwg4RJb?doMXEyopW_AQbcgwYMczIaPw NOTES-(14) 13) 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 870 lb down and 1116 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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." 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=-224(B) 9=150(B) 14=-93(B) 15=-898(B) 16=-35(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss AH9 Truss Type Hip Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172505 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:01 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-NrvfXrs0O97I9_EqQ025tnccacfsS72u3_PfRVzIaPu Scale = 1:53.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 3x4 1.5x8 STP 1.5x8 STP 1.5x8 STP 5x8 5x8 3x4 4x6 6x8 3x6 4x6 7x10 3x6 4x6 6x8 3x6 4x6 2-0-0 2-0-0 2-4-0 0-4-0 9-0-0 6-8-0 16-0-0 7-0-0 16-2-0 0-2-0 23-0-0 6-10-0 29-8-0 6-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 9-0-0 6-8-0 16-0-0 7-0-0 23-0-0 7-0-0 29-8-0 6-8-0 32-0-0 2-4-0 0- 6 - 1 0 5- 9 - 1 0 0- 6 - 1 0 5- 9 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-2], [3:0-5-4,0-2-12], [5:0-5-4,0-2-12], [8:0-4-8,0-1-8], [11:0-5-0,0-4-12], [14:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.36 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 0.05 -0.01 (loc) 13-14 13-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. 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(LC 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 2-3=-611/1196, 3-4=-203/252, 4-5=-203/252, 5-6=-611/1193 BOT CHORD 13-14=-489/388, 11-13=-627/350, 9-11=-625/350 WEBS 2-14=-1108/1314, 2-13=-490/284, 3-13=-706/218, 3-11=-562/1262, 4-11=-580/895, 5-11=-562/1260, 5-9=-705/218, 6-9=-489/284, 6-8=-1108/1312 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 23-0-0, Exterior(2) 23-0-0 to 31-5-13, Interior(1) 31-5-13 to 32-0-0 zone; cantilever left and right 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1500, 11=2415, 8=1326. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss AH9A Truss Type Roof Special Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172506 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:02 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-r2T1lBte9SG9n8p0_jZKQ?9kK0ydBR81Ie9DzxzIaPt Scale = 1:55.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 193x6 1.5x8 STP 1.5x8 STP 5x8 6x8 6x8 3x4 4x6 6x8 3x8 5x8 5x8 6x8 3x8 2-0-0 2-0-0 2-4-0 0-4-0 12-0-0 9-8-0 23-0-0 11-0-0 29-8-0 6-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 12-0-0 9-8-0 15-0-0 3-0-0 23-0-0 8-0-0 29-8-0 6-8-0 32-0-0 2-4-0 0- 6 - 1 0 5- 9 - 1 0 7- 6 - 1 0 0- 6 - 1 0 5- 9 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-7-8,0-1-2], [2:0-4-0,0-4-0], [8:0-4-12,0-1-8], [12:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.52 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.20 -0.02 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 244/190 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. 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 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=1472(LC 1), 8=1472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-591/282, 2-3=-2075/1554, 3-4=-2125/1715, 4-5=-1873/1600, 5-6=-2016/1621 BOT CHORD 1-12=-432/716, 11-12=-531/920, 9-11=-1411/1859 WEBS 2-12=-2131/1845, 2-11=-462/1004, 3-11=-955/1186, 4-11=-1205/1236, 4-9=-620/526, 5-9=-35/335, 6-9=-1067/1202, 6-8=-1997/1781 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 23-0-0, Exterior(2) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss AH11 Truss Type Hip Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172507 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:49 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-kXA70kiUDTd?j8JWjVqHOF7TLmafedi7J6V11CzIaQ4 Scale = 1:53.7 1 2 3 4 5 6 12 11 10 8 7 13 14 15 16 17 18 19 9 3x6 1.5x8 STP 6x8 5x8 3x6 4x6 6x8 3x6 6x8 5x8 6x8 3x8 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 16-6-0 5-6-0 21-0-0 4-6-0 29-8-0 8-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 11-0-0 8-8-0 21-0-0 10-0-0 29-8-0 8-8-0 32-0-0 2-4-0 0- 6 - 1 0 6- 1 1 - 1 0 0- 6 - 1 0 6- 1 1 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-7-8,0-1-2], [2:0-4-0,0-3-12], [3:0-5-4,0-3-12], [4:0-4-4,0-3-4], [5:0-4-0,0-3-12], [7:0-4-12,0-1-8], [11:0-3-8,0-3-12], [12:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.26 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.08 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 100 lb or less at joint(s) 9 except 12=-1095(LC 12), 11=-981(LC 12), 7=-1269(LC 12) Max Grav All reactions 250 lb or less at joint(s) 9 except 12=740(LC 1), 11=1074(LC 17), 7=1098(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-355/118, 2-3=-657/557, 3-4=-1257/1199, 4-5=-1278/1098, 5-6=-414/252 BOT CHORD 1-12=-180/453, 11-12=-426/748, 9-11=-144/367, 8-9=-144/367, 7-8=-332/504, 6-7=-332/504 WEBS 2-12=-1220/1204, 2-11=-375/294, 3-11=-938/1097, 3-8=-647/695, 4-8=-297/490, 5-8=-413/526, 5-7=-1588/1535 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 21-0-0, Exterior(2) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 12=1095, 11=981, 7=1269. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss AH11A Truss Type Hip Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172508 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:50 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-CkkVD4j6_mlsLIujHCLWxTfd7AuqN7WGXmFaZezIaQ3 Scale = 1:53.7 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 183x6 1.5x8 STP 1.5x8 STP 6x8 5x8 3x6 4x6 6x8 3x8 4x6 5x8 6x8 3x8 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 21-0-0 10-0-0 29-8-0 8-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 11-0-0 8-8-0 21-0-0 10-0-0 29-8-0 8-8-0 32-0-0 2-4-0 0- 6 - 1 0 6- 1 1 - 1 0 0- 6 - 1 0 6- 1 1 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-7-8,0-1-2], [2:0-4-0,0-3-12], [3:0-5-4,0-3-12], [4:0-4-4,0-3-4], [5:0-4-0,0-3-12], [7:0-4-12,0-1-8], [11:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.39 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.14 0.02 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-6-4 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=1472(LC 1), 7=1472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-424/157, 2-3=-1943/1638, 3-4=-1837/1677, 4-5=-1942/1637, 5-6=-425/273 BOT CHORD 1-11=-242/518, 10-11=-405/786, 8-10=-965/1453, 7-8=-353/519, 6-7=-353/519 WEBS 2-11=-2017/1882, 2-10=-828/1131, 3-10=0/254, 3-8=-306/307, 4-8=-16/254, 5-8=-825/1102, 5-7=-2016/1881 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 21-0-0, Exterior(2) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss AH13 Truss Type Hip Qty 2 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172509 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:51 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-gwItRQkkl4tjySTvrwslUgCv?aBa6ZFQmQ_754zIaQ2 Scale = 1:56.8 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 3x8 1.5x8 STP 1.5x8 STP 5x8 5x8 3x8 4x6 6x8 3x8 4x6 4x6 6x8 3x8 2-0-0 2-0-0 2-4-0 0-4-0 13-0-0 10-8-0 19-0-0 6-0-0 29-8-0 10-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 13-0-0 10-8-0 19-0-0 6-0-0 29-8-0 10-8-0 32-0-0 2-4-0 0- 6 - 1 0 8- 1 - 1 0 0- 6 - 1 0 8- 1 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-8-8,0-1-2], [2:0-4-0,0-4-4], [3:0-4-4,0-3-0], [4:0-4-4,0-3-0], [5:0-4-0,0-4-4], [7:0-4-12,0-1-8], [11:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.55 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.45 0.02 (loc) 10-11 10-11 7 l/defl >883 >736 n/a L/d 240 180 n/a PLATES MT20 Weight: 216 lb FT = 20% GRIP 244/190 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. WEBS 1 Row at midpt 2-10, 5-8 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=1472(LC 1), 7=1472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-812/392, 2-3=-2003/1541, 3-4=-1917/1612, 4-5=-2003/1541, 5-6=-812/538 BOT CHORD 1-11=-608/985, 10-11=-725/1297, 8-10=-760/1314, 7-8=-717/985, 6-7=-717/985 WEBS 2-11=-2136/1994, 2-10=-562/1144, 3-10=-30/279, 4-8=-28/278, 5-8=-574/1163, 5-7=-2136/1994 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 13-0-0, Exterior(2) 13-0-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss AH15 Truss Type Hip Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172510 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:53 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-cJQes6m?Gh7RCldIyKvDZ5HEqOpjaMUjEkTEAzzIaQ0 Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 4x6 1.5x8 STP 1.5x8 STP 7x10 6x8 3x4 8x14 MT20HS 3x12 MT20HS 7x10 3x6 4x12 3x4 4x6 3x8 5x8 5x8 7x10 7x10 2x4 2-0-0 2-0-0 2-4-0 0-4-0 4-4-0 2-0-0 4-8-0 0-4-0 15-0-0 10-4-0 17-8-0 2-8-0 18-0-0 0-4-0 29-8-0 11-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 4-8-0 2-4-0 15-0-0 10-4-0 17-0-0 2-0-0 23-6-0 6-6-0 29-8-0 6-2-0 32-0-0 2-4-0 0- 6 - 1 0 9- 3 - 1 0 0- 6 - 1 0 1- 0 - 0 9- 3 - 1 0 7.00 12 Plate Offsets (X,Y)-- [5:0-6-8,0-4-4], [6:0-4-0,0-2-12], [8:0-5-0,0-4-8], [11:0-3-8,0-4-12], [12:0-5-8,0-2-0], [14:0-5-0,0-4-12], [19:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.83 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.26 0.16 (loc) 13 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 262 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 5-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. Except: 4-6-0 oc bracing: 16-18 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 3-15, 8-11 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) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-328/137, 2-3=-1781/1165, 3-5=-2270/1562, 5-6=-2164/1652, 6-7=-2496/1919, 7-8=-2257/1643, 8-9=-637/441, 9-10=-279/0 BOT CHORD 1-19=-172/362, 18-19=-544/578, 16-18=-1174/983, 3-16=-1100/1032, 15-16=-1907/2902, 14-15=-556/1184, 12-14=-360/537, 7-14=-568/525, 11-12=-1056/1665 WEBS 2-19=-2308/1613, 2-18=-1566/2091, 3-15=-1621/1266, 5-15=-176/427, 6-15=-496/732, 6-14=-736/849, 8-12=-577/566, 8-11=-1913/1514, 9-11=-955/922 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 15-0-0, Exterior(2) 15-0-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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 (jt=lb) 19=1764, 11=1593. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss AH15A Truss Type Hip Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172511 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:54 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-4V_03Smd1?FIpvCUW2QS5JqQunCMJvrsSODoiPzIaQ? Scale = 1:62.7 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 6x8 1.5x8 STP 1.5x8 STP 6x8 3x4 5x6 2x4 7x10 7x10 3x4 3x4 7x10 7x10 2x4 3x4 2-0-0 2-0-0 2-4-0 0-4-0 15-0-0 12-8-0 17-0-0 2-0-0 29-8-0 12-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 8-6-0 6-2-0 15-0-0 6-6-0 17-0-0 2-0-0 23-6-0 6-6-0 29-8-0 6-2-0 32-0-0 2-4-0 0- 6 - 1 0 9- 3 - 1 0 0- 6 - 1 0 9- 3 - 1 0 7.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-4-8], [6:0-5-0,0-4-8], [9:0-3-8,0-4-12], [13:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.61 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.26 0.04 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. WEBS 1 Row at midpt 3-13, 3-12, 6-10, 6-9 REACTIONS. (size)13=0-8-0, 9=0-8-0 Max Horz 13=-609(LC 10) Max Uplift 13=-1769(LC 12), 9=-1595(LC 12) Max Grav 13=1472(LC 1), 9=1472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-421/0, 2-3=-644/279, 3-4=-2106/1547, 4-5=-1950/1531, 5-6=-2106/1548, 6-7=-644/403, 7-8=-422/0 BOT CHORD 1-13=0/336, 12-13=-1055/1664, 10-12=-521/1173, 9-10=-1076/1664, 8-9=0/336 WEBS 2-13=-841/852, 3-13=-1878/1565, 3-12=-739/674, 4-12=-346/572, 5-10=-357/572, 6-10=-739/695, 6-9=-1878/1565, 7-9=-841/852 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 15-0-0, Exterior(2) 15-0-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1769, 9=1595. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss B Truss Type Common Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172512 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:03 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-JE0PyXtGwmO0OIODYR4ZzCis1QLyw_7BXIumVOzIaPs Scale = 1:48.9 1 2 3 4 5 9 8 7 6 10 11 3x6 1.5x8 STP 1.5x8 STP 5x6 3x6 4x6 5x8 6x8 3x8 6x8 3x8 2-0-0 2-0-0 2-4-0 0-4-0 12-0-0 9-8-0 21-8-0 9-8-0 22-0-0 0-4-0 24-0-0 2-0-0 2-4-0 2-4-0 12-0-0 9-8-0 21-8-0 9-8-0 24-0-0 2-4-0 0- 6 - 1 0 7- 6 - 1 0 0- 6 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-7-8,0-1-2], [2:0-4-0,0-4-0], [3:0-1-4,0-2-8], [4:0-4-0,0-4-0], [6:0-4-12,0-1-8], [9:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.32 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-8-0, 9=0-8-0 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 (lb) or less except when shown. TOP CHORD 1-2=-505/193, 2-3=-1435/946, 3-4=-1435/946, 4-5=-505/329 BOT CHORD 1-9=-347/635, 7-9=-499/935, 6-7=-457/635, 5-6=-457/635 WEBS 3-7=0/315, 4-7=-329/646, 4-6=-1751/1513, 2-7=-308/625, 2-9=-1751/1513 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12-0-0, Exterior(2) 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) 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) 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. 6) "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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss B1 Truss Type Common Qty 2 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172513 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:03 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-JE0PyXtGwmO0OIODYR4ZzCitNQLSw?SBXIumVOzIaPs Scale: 1/4"=1' 1 2 3 4 8 7 6 5 9 10 11 3x6 1.5x8 STP 5x12 6x8 4x6 6x8 3x8 5x8 3x6 2-0-0 2-0-0 2-4-0 0-4-0 12-0-0 9-8-0 22-0-0 10-0-0 2-4-0 2-4-0 12-0-0 9-8-0 22-0-0 10-0-0 0- 6 - 1 0 7- 6 - 1 0 1- 8 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-7-8,0-1-2], [2:0-4-0,0-4-0], [4:0-2-12,0-1-12], [5:0-4-4,0-1-8], [8:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.35 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 244/190 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 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=-495/189, 2-3=-1483/976, 3-4=-1455/949, 4-5=-1367/975 BOT CHORD 1-8=-335/620, 6-8=-606/905, 5-6=-519/683 WEBS 2-8=-1770/1546, 2-6=-283/640, 3-6=0/330, 4-6=-225/622 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12-0-0, Exterior(2) 12-0-0 to 18-0-0, Interior(1) 18-0-0 to 21-9-4 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 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 (jt=lb) 8=1389, 5=951. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss BH7 Truss Type HIP GIRDER Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172514 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:06 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-kpiYaYw8DhmbFl6oDZeGarKO3dK?7HsdDG7Q6izIaPp Scale = 1:40.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 203x4 1.5x8 STP 1.5x8 STP 6x8 6x8 3x4 4x6 5x8 3x12 MT20HS 5x8 6x8 5x8 5x8 3x12 MT20HS Special Special Special Special Special Special THJA26 NAILED NAILED NAILED NAILED THJA26 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 17-0-0 10-0-0 21-8-0 4-8-0 22-0-0 0-4-0 24-0-0 2-0-0 2-4-0 2-4-0 7-0-0 4-8-0 12-0-0 5-0-0 17-0-0 5-0-0 21-8-0 4-8-0 24-0-0 2-4-0 0- 6 - 1 0 4- 7 - 1 0 0- 6 - 1 0 4- 7 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-2], [4:0-4-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.49 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 0.20 -0.04 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 164 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-14 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 midpt 2-11, 6-9 REACTIONS. (size)12=0-8-0, 8=0-8-0 Max Horz 12=-287(LC 6) Max Uplift 12=-3247(LC 8), 8=-3067(LC 8) Max Grav 12=1946(LC 39), 8=1946(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-213/288, 2-3=-2307/3302, 3-4=-2007/2992, 4-5=-2007/3017, 5-6=-2307/3328, 6-7=-188/288 BOT CHORD 11-12=-464/352, 9-11=-3459/2503 WEBS 2-12=-1996/2877, 2-11=-2637/2048, 3-11=-293/374, 4-11=-732/1124, 4-9=-731/1123, 5-9=-294/372, 6-9=-2642/2058, 6-8=-1994/2788 NOTES-(14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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 (jt=lb) 12=3247, 8=3067. 8) 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. 9) 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. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (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) 870 lb down and 1116 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 870 lb down and 1116 lb up at 17-0-0 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."Continued on page 2 May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss BH7 Truss Type HIP GIRDER Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172514 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:06 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-kpiYaYw8DhmbFl6oDZeGarKO3dK?7HsdDG7Q6izIaPp 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 Concentrated Loads (lb) Vert: 3=-224(B) 5=-224(B) 11=150(B) 9=150(B) 13=-111(B) 14=-111(B) 15=-111(B) 16=-111(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss BH9 Truss Type Hip Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172515 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:07 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-C?Gwouwnz?uStvh_nH9V72seG1jTsrYnSws_f9zIaPo Scale = 1:41.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 3x4 1.5x8 STP 1.5x8 STP 4x6 4x6 3x4 4x6 5x6 3x8 5x8 2x4 5x6 3x8 2-0-0 2-0-0 2-4-0 0-4-0 12-0-0 9-8-0 21-8-0 9-8-0 22-0-0 0-4-0 24-0-0 2-0-0 2-4-0 2-4-0 9-0-0 6-8-0 12-0-0 3-0-0 15-0-0 3-0-0 21-8-0 6-8-0 24-0-0 2-4-0 0- 6 - 1 0 5- 9 - 1 0 0- 6 - 1 0 5- 9 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-2], [2:0-3-0,0-3-8], [3:0-3-0,0-3-12], [5:0-3-0,0-3-12], [6:0-3-0,0-3-8], [8:0-4-12,0-1-8], [11:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.28 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 6-9 REACTIONS. (size)11=0-8-0, 8=0-8-0 Max Horz 11=369(LC 11) Max Uplift 11=-1371(LC 12), 8=-1192(LC 12) Max Grav 11=1104(LC 1), 8=1104(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-323/95, 2-3=-1299/1078, 3-4=-1243/1104, 4-5=-1243/1104, 5-6=-1299/1078, 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=-1445/1491, 2-9=-643/820, 4-9=0/255, 6-9=-644/833, 6-8=-1445/1491 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 9-0-0, Exterior(2) 9-0-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1371, 8=1192. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss BH11 Truss Type Hip Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172516 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:04 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-nQao9tuuh4Wt0SyP68boVQE3CphIfRVKlyeJ2qzIaPr Scale = 1:49.1 1 2 3 4 5 6 7 11 10 9 8 12 13 3x6 1.5x8 STP 1.5x8 STP 5x6 5x6 3x6 4x6 6x8 3x8 5x8 2x4 6x8 3x8 2-0-0 2-0-0 2-4-0 0-4-0 12-0-0 9-8-0 21-8-0 9-8-0 22-0-0 0-4-0 24-0-0 2-0-0 2-4-0 2-4-0 11-0-0 8-8-0 12-0-0 1-0-0 13-0-0 1-0-0 21-8-0 8-8-0 24-0-0 2-4-0 0- 6 - 1 0 6- 1 1 - 1 0 0- 6 - 1 0 6- 1 1 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-7-8,0-1-2], [2:0-4-0,0-4-0], [3:0-3-0,0-3-12], [5:0-3-0,0-3-12], [6:0-4-0,0-4-0], [8:0-4-12,0-1-8], [11:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.31 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-408/159, 2-3=-1377/975, 3-4=-1349/1089, 4-5=-1349/1089, 5-6=-1377/974, 6-7=-408/251 BOT CHORD 1-11=-236/501, 9-11=-470/872, 8-9=-347/501, 7-8=-347/501 WEBS 2-11=-1654/1506, 2-9=-315/678, 4-9=0/301, 6-9=-325/693, 6-8=-1654/1507 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 11-0-0, Exterior(2) 11-0-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1371, 8=1192. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss CJ1 Truss Type Corner Jack Qty 12 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172517 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:08 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-gBqI?ExPkI0JV3GAL_gkgGPx2R6nbOjwgacXBbzIaPn Scale = 1:8.5 1 2 33x4 1-0-0 1-0-0 1-0-0 1-0-0 0- 6 - 1 0 1- 1 - 1 0 0- 6 - 6 1- 1 - 1 0 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. 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(LC 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=-318/124 BOT CHORD 1-3=-135/273 NOTES-(6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=167. 6) "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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss CJ3 Truss Type Corner Jack Qty 10 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172518 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:09 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-8OOhDay1Vc8A6DrMuiBzCTy4EqLvJrz3vEL4j1zIaPm Scale = 1:14.4 1 2 4 33x4 1.5x8 STP 2-8-0 2-8-0 3-0-0 0-4-0 3-0-0 3-0-0 0- 6 - 1 0 2- 3 - 1 0 1- 8 - 6 2- 3 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.04 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. NOTES-(6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) "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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss CJ3A Truss Type Corner Jack Qty 2 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172519 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:09 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-8OOhDay1Vc8A6DrMuiBzCTy4EqQeJrz3vEL4j1zIaPm Scale = 1:14.4 1 2 4 33x4 1.5x8 STP 1-0-0 1-0-0 1-4-0 0-4-0 3-0-0 1-8-0 3-0-0 3-0-0 0- 6 - 1 0 2- 3 - 1 0 1- 8 - 6 2- 3 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=203(LC 12) Max Uplift 2=-217(LC 12), 3=-83(LC 1), 4=-287(LC 12) Max Grav 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. NOTES-(6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) "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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss CJ5 Truss Type Corner Jack Qty 10 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172520 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:10 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-cay3QwzfGwG1kNQZSPiClhUAJEfh2IDD8u5eFUzIaPl Scale = 1:21.0 1 2 4 3 3x4 1.5x8 STP 2-0-0 2-0-0 2-4-0 0-4-0 5-0-0 2-8-0 5-0-0 5-0-0 0- 6 - 1 0 3- 5 - 1 0 2- 1 0 - 6 3- 5 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.70 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.09 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-2 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=336(LC 12) Max Uplift 2=-362(LC 12), 3=-154(LC 1), 4=-511(LC 12) Max Grav 2=243(LC 17), 3=218(LC 12), 4=431(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-4=-320/409 NOTES-(6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) "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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss CJ5A Truss Type Corner Jack Qty 2 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172521 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:11 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-4mVRdGzH1DOuMW?l06DRHu1L3e3cnlTMMYqBowzIaPk Scale = 1:21.0 1 2 4 3 3x4 1.5x8 STP 1-0-0 1-0-0 1-4-0 0-4-0 5-0-0 3-8-0 5-0-0 5-0-0 0- 6 - 1 0 3- 5 - 1 0 2- 1 0 - 6 3- 5 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 0.01 0.02 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. BOT CHORD 1-4=-320/409 NOTES-(6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=362, 4=310. 6) "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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss EJ Truss Type Jack-Closed Qty 2 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172522 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-Yz3prc_voXWlzgaxaqkgq6aVQ2P7WBjWbBakKMzIaPj Scale = 1:23.7 1 2 3 5 6 4 4x6 1.5x8 STP 4x6 3x6 1-0-0 1-0-0 1-4-0 0-4-0 5-10-8 4-6-8 5-7-0 5-7-0 5-10-8 0-3-8 0- 6 - 1 0 3- 7 - 1 1 3- 1 1 - 1 2 7.00 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-8-0 Max Horz 6=419(LC 9) Max Uplift 4=-301(LC 9), 6=-410(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=-364/336, 2-5=-543/530 BOT CHORD 1-6=-460/557 NOTES-(6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=301, 6=410. 6) "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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss EJ7 Truss Type Jack-Open Qty 17 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172523 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-Yz3prc_voXWlzgaxaqkgq6aUy2JWWBjWbBakKMzIaPj Scale = 1:27.1 1 5 2 4 3 5x8 1.5x8 STP 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 7-0-0 7-0-0 0- 6 - 1 0 4- 7 - 1 0 4- 0 - 6 4- 7 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.74 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 -0.04 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. 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=-267/236 BOT CHORD 1-4=-439/554 NOTES-(6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=401, 4=515. 6) "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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss EJ7A Truss Type Jack-Open Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172524 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:13 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-19dB2y?XZrecbq987XGvNJ6dPSlmFeyfqrJIspzIaPi Scale = 1:26.1 1 4 2 3 4x6 1.5x8 STP 4x6 5-0-0 5-0-0 5-0-0 5-0-0 1- 8 - 1 0 4- 7 - 1 0 4- 0 - 6 4- 7 - 1 0 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.72 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.08 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=238(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=-252/221 NOTES-(7) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=376. 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." May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss HJ Truss Type Diagonal Hip Girder Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172525 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:14 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-VLBaGH0AK8mSD_jKhFn8vXfm_r_H_5Cp3V3rOFzIaPh Scale = 1:26.4 1 2 3 4 6 7 8 5 9 104x12 3x6 6x8 NAILED Special NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED 1-3-10 1-3-10 1-9-4 0-5-10 7-11-7 6-2-3 8-2-15 0-3-8 4-0-9 4-0-9 7-11-7 3-10-15 8-2-15 0-3-8 0- 6 - 1 0 3- 8 - 9 3- 1 1 - 7 4.95 12 Plate Offsets (X,Y)-- [1:0-6-2,0-2-0], [4:0-4-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.79 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.07 -0.00 (loc) 4-5 4-5 4 l/defl >960 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. 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=714(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 NOTES-(9) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) 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 7-0-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 6=-8(F=-4, B=-4) 7=-169(F=-85, B=-85) 8=-125(F=-63, B=-63) 9=125(F=62, B=62) May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss HJ7 Truss Type Diagonal Hip Girder Qty 5 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172526 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:15 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-zYlyTd1o5SuJr8IWFyINSkB1YFHIjT4yH9oPxhzIaPg Scale = 1:29.1 1 2 5 6 7 3 8 9 10 4 3x6 3x6 3x8 NAILED Special NAILED SUL26 NAILED NAILED Special NAILED SUR26 NAILED 2-8-9 2-8-9 9-10-1 7-1-8 3-2-4 3-2-4 4-10-1 1-7-14 9-6-9 4-8-8 9-10-1 0-3-8 0- 6 - 1 0 4- 7 - 5 4.95 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge], [5:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.99 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.29 0.20 (loc) 4-5 4-5 3 l/defl >246 >272 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. 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=428(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=-520/199, 2-3=-427/321 BOT CHORD 1-5=-97/470 WEBS 2-5=-908/1158 NOTES-(13) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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=614, 4=263, 5=1882. 7) Use Simpson Strong-Tie SUL26 (6-10dx1 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 front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 8) Use Simpson Strong-Tie SUR26 (6-10dx1 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. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) 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 lb 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. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) "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 Continued on page 2 May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss HJ7 Truss Type Diagonal Hip Girder Qty 5 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172526 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:15 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-zYlyTd1o5SuJr8IWFyINSkB1YFHIjT4yH9oPxhzIaPg 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=-8(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) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss MGR Truss Type Monopitch Girder Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172527 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:16 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-RkJKhz1Qsm0ASItjpgpc_yk8ifkrS_75WpYyT7zIaPf Scale = 1:26.1 1 2 4 3 5 6 4x6 1.5x8 STP 2x4 4x6 2x4 LUS26 LUS26 5-0-0 5-0-0 5-0-0 5-0-0 1- 8 - 1 0 4- 7 - 1 0 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.52 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 0.13 -0.00 (loc) 3-4 3-4 3 l/defl >389 >448 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. 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 NOTES-(9) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d 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. 7) Fill all nail holes where hanger is in contact with lumber. 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-862(F) 6=-861(F) May 8,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2332188_WATERSONG Truss VT Truss Type Valley Qty 1 Ply 1 Coastal Construction_2332188 WATERSONG Job Reference (optional) T20172528 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:16 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JtHSm_VepG13hfwsRWAELZzvS?N-RkJKhz1Qsm0ASItjpgpc_ykHOfslS?i5WpYyT7zIaPf Scale = 1:11.6 1 2 3 3x4 2x4 2x4 3-0-0 3-0-0 0- 0 - 4 1- 9 - 0 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 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. 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. NOTES-(6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=113. 6) "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." May 8,2020 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s