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HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END Hatch Legend X X CONV. FRAMING BY BLDR., C 3rd. LEVEL PT. HT. -7r- no nn B.O.L.: EVEN WITH 1st. LEVEL ROOF TRUSSES. Bu milde, rs First'S ource Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax: (813) 752-1532 http://www.bldr.com General Notes: - Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field SupefVisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions i Roof: TCLL: 20 PSF TCDL: 16 PSF BCDL: 10 PSF Floor: TCLL: N/A TCDL: N/A BCDL: N/A Wind: { Velocity: 180 MPH Exp. Cat.: D Occup. Cat.: II Roof pitch: 7/12 I Cantilever: 24" COASTAL I CONSTRUCTION AND DESIGN. 2825366 4836 WATERSONG Elevation: N/A. Options: N/A. --- — - - ----- Designed-by:CM- I Layout: 2825366_4836 WATERSONG_LAY Date: 08/19/21 Revision History: Revi: j Rev2: Io m m ents: " --- ---- — --- I SCALE: N.T.S. ---------,! S E NOT FOR SCALE 1 of 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTe 6 RE: 2825366- 4836_WATERSONG WAY - Coastal Const 2825366 4836 WATER & USA, Inc. Site Information: 6904 Parke East ppBlvd. 5 Customer Info: COASTAL CONSTRUCTION AND DESIGN Project Name: - ModelTa253634>36 WATERSONG Lot/Block: 40 Subdivision: - Address: 4836 WATERSONG WAY, - City: FORT -PIERCE State: -FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 180 mph Roof Load: 46.0 psf Floor Load: N/A psf This package includes 23 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-6-1 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. -Seal# Truss Name Date 1 T25092781 -A 8/20/21 2 T250927-82 Al 8/20/21 3 T25092783 -AH7 8/20/21 4 T25092784 AH7A 8/20/21 5 T25092785 AH9 8/20/21 6 T25092786 AH9A 8/20/21 7 T25092787 AH11 8/20/21 8 T25092788 AH 11 A 8/20/21 9 T25092789 AH13 8/20/21 10 T25092790 AH 15 8/20/21 1 f T25092791 AH15A 8/20/21 12 T25092792 B 8/20/21 13 T25092793 BH7 8/20/21 14 T25092794 BH9 8/20/21 15 T25092795 BH11 8/20/21 16 T25092796 CA -8/20/21 17 T25092797 CJ3 8/20/21 18 T25092798 CJ5 8/20/21 19 T25092799 EJ7 8/20/21 20 T25092800 EJ7A 8/20/21 21 T25092801 HJ7 8/20/21 22 T25092802 MGR 8/20/21 No. Seal# Truss Name Date 23 T25092803 VT 8/20/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSl/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. Fwfo copY `��.OPaIlIN VF����, �G E ' 8,1`82 STATE. OF O \�l�.. n. ,Joaquin Velez, Joaquin Ivd: Tampa4 33610 August 20,2021 1 of 1 Job Truss Truss Type City Ply Coastal Const_2825366_4836 WATERSONG T25092781 2825366_4836 WATERS(- A Roof Special 6 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8 -430 s Aug 16 2021 MTek Industries, Inc. Fri Aug 20 07:09:50 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS7N-1rZ87IHP5L20ySOYHYnznccuEgJolOPaTtJ7znyml91 11.2-0 16-0-0 17-5-0 23-6-0 29-&0 32-0-0 2-4-0 2.4-0 G6.0 410.0 1-&0 liio-0 8-1=0 2-4-0 5x6 = 7— 12 2x4 II 7 6x8 i 5 5x6 i 20, 21 7x10 J 8 4 4x6 i 3x6 i 3 2x4 II 2 9 10 1 0 15 t 5x12 — o 3x4 = 19 1817 4X6 = 12 11 3x4 = 1.5x8 STP = 3x8 = 13 1.5x8 STP = 3x8 II 5x8 = LOADING (psf) SPACING- 2-D-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 125 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP N0.2 WEBS 2x4 SP No.3 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) 5x12 = 7x10 = Scale = 1:64.9 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.56 Vert(LL) 0.20 13 >999 240 MT20-244/190 BC 0.66 Vert(CT) -0.19 14-15 >999 180 WB 0.55 Horz(CT)" -0.14 11 n/a n/a Matrix-SH Weight: 256 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc puffins. BOT CHORD Rigid ceiling directly. applied -or 6-0=0 oc bracing. Except: 6-0-0 oc bracing: 16-18- 1D-D-0 oc bracing: 12-14 WEBS 1 Row at micipt 5-14, 6-14, 8-11 FORCES. (lb) -Max. Comp./Max. Ten_ -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=352/130, 2-3=1419/1057, 3-5=2249/1818, 5-6=1622/1474, 6-7=-2083/1951, 7-8=1896/1651, 8-9=505/394, 9-1D=37810 BOT CHORD 1-19=-61/350, 18-19=595/636, 16--18=743/757, 3-16=707/788, 15-16=-1299/2168, 14-15=-1039/1729, 12-14=367/441, 7-14=-428/554, 11-12=1063/1438, 10-11=0/289 WEBS 2-19=-1878/1613, 2-18=-1181/1380, 3-15=-581/486, 5-15=-66/358, 5-14=1006/917, 6-14=1433/1558, 8-12=-423/569, 8-11=-1633/1524, 9-11=692/831 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vutt=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 16-0-0, EXteriof(2R) 16-0-0 to 22-0-0, Interior(1) 22-0-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf 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 (it=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." ;fl111lilji1 `PQUIN No 1 81;8 2 �.4,10 F :X_" :z iast,Bhrd Tampa FL 33610 August 20,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 51192020 BEFORE USE. ` Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iu�iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2825366_4836 WATERSONG T25092782 2825366_4636_WATERSO- Al ROOF TRUSS 14 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8,430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:09:51 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-V27WCellseAtabakrGlCOv9yKEc8mr9kiX2hWEyml9k 2-40 10.1 1.10-4 , 16-0-0 , z=12 _,_ _ _ 29-8-0 2-4-0 9-6-4 4-1-12 4-1-12 9-6-4 5x6 = 1.5x8 STP = 4x6 — 4x6 — 4x6 — 1.5x8 STP = 3x8 II 3x8 II Scale: 3/16"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Udefl Lid PLATES GRIP TCLL -20.0 Plate -Grip DOL 1.25 TC 0.99 Vert(LL) -0.55 13-14 >594 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.60 13-14 >548 180 MT20HS _07/143 BCLL 0.0 Rep -Stress Incr NO_ WB 0.52 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 22B lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural -wood sheathing directly applied or 4-2-5 cc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-13, 8-11 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 1-2) Max Grav 14=1779(LC 17), 10=1779(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1=2=-690/310, 2=4=2138/1414, 4-5=543/321, 5-6=-542/321, 6-8=2138/1415, 8-9=708/323 BOT CHORD 1-14=365/716, 13-14=872/1346, 11-13=-716/1740, 10-11=-4241734, 9-10=-424/734 WEBS 2-14=1865/1708, 2-13=-581/1734, 4-13=-18/363, 4-15=1716/1508, 6-15=1716/1508, 5-15=-241/273, 6-11=-16/362,8-11=584/1753,8-10=-1865/1633 NOTES- (10) 1) Unbalanced roof live loads have -been considered for this design. 2) Wind: ASCE 7-16; Vu@=180mph (3-second-gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterier(2E) 0-D-0 to 6-0-0, Interior(1) 6-0-0 to 16-0-0, Extedor(2R) 16-D-0 to 22-D-0, Interior(1) 22-0-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 150.01b AC unit load placed on the top chord, 16-0-0 from left end, supported at two points, 5-0-0 apart. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) 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. 9) 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. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 PQU IN NC68182 tr r 13 S OF 40 <.0R1 N, f�i61.11 , *jBhld"Tafnpa FL 38619 August 20,2021 Continued on Dane 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSW Pl1 Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2825366_4836 WATERSONG T25092782 2825366_4836_WATERS01 Al ROOF TRUSS 14 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, C.43U s Aug ib zuzl mt i eK inausmes, Inc. rn Augdu ur:ua:o a <un rage z ID:JtHSm_VepGl3hfwsRWAEL7ivS?N-zEhuP_JfdylkBl9wOzpRw673eyNV IPtxBoF2gym19j LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=72, 5-9=72, 1-13=20, 11-13=30, 9-11=20 Concentrated Loads (lb) Vert: 17=75 18=75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: -.Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=62, 5-9=62, 1-13=35, 11-13=60, 9-11=35 Concentrated Loads (lb) Vert: 17=75 18=75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) 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 (pff) Vert: 1-5=91, 5-19=111, 9-19=91, 1-14=156, 13-14=6, 11-13=16. 1D-11=6, 9-10=156 Horz: 1-5=99, 5-19=119, 9-19=99 Concentrated Loads (lb) Vert: 17=75-18=75 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60,-Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=91, 5-16=111, 5-9=91, 1-14=156, 13-14=6, 1-1-13=16, 10-11=-6, 9-10=156 HDrz: 1-16=99, 5-16=119, 5-9=99 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=101, 5-9=101, 1-14=30, 13-14=-20, 11-13=30, 10-11=20, 9-10=30 Horz: 1-5=69, 5-9=69 Concentrated Loads (lb) Vert: 17=-75 18=75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIf) Vert: 1-5=101, 5-9=101, 1=14=30, 13.14=-20, 11-13=30, 10-11=-20, 9-10=30 Horz: 1-5=69, 5-9=69 Concentrated Loads (lb) Vert: 17=75 18=75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left. Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=28, 5-9=61, 1-14=63, 13-14=-6, 11-13=16, 9-11=6 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 (pIf) 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=7518=75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=62, 5-9=62, 1-13=6, 11-13=16, 10-11=6, 9-10=63 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 Dacia 3 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2825366_4836 WATERSONG T250927B2 2825366_4836_WATERSO- Al ROOF TRUSS 14 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:09:52 2021 Page 3 ID:JtHSm VepGl3hfwsRWAELZzvS7N-zEhuP_JfdylkBl9wOzpRw6i73eyNVIPtxBoE2gymlgj 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=40, 11-13 -70, 9-11=40 Concentrated Loads (lb) Vert: 17=75 18=75 17) Dead + 0.75 Roof Live (bat.)-+ 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=89, 5-9=37, 1-14=17, 13-14=35, 11-13=60, 9-11=35 Horz: 1-5=27, 5-9=25 Concentrated Loads (lb) Vert: 17=-75 18=75 18) Dead + 0.75 Roof Live (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=35, 11-13=60, 10-11=35, 9-10=17 Horz: 1-5=25, 5-9=27 Concentrated Loads (lb) Vert: 17=-75 18=75 19) Dead + 0.75 Roof Live (bal.)+ 0.75-tJrtinhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int)1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1=5=64, 5-9=64, 1-14=17, 13-14=35, 11-13=60, 9-11=35 Horz:-1=5=2, 5-9=2 Concentrated Loads (lb) Vert: 17=75 18=75 20) Dead + 0.75 Roof Live (bat) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=64, 5-9=64, 1-13=35, 11-13=-60, 10-11=35, 9-10=17 Horz: 1-5=2, 5-9=2 Concentrated Loads (lb) Vert: 17=75 18=75 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=72, 5-9=32, 1-13=20, 11-13=-30, 9-11=-20 Concentrated Loads (lb) Vert: 17=-75 18=75 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=32, 5-9=72, 1-13=20, 11-13=30, 9-11=20 Concentrated Loads (lb) Vert: 17=75 18=75 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=62, 5-9=32, 1-13=35, 11-13=60, 9-11=35 Concentrated Loads (lb) Vert: 17=75 18=75 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=32, 5-9=62, 1-13=35, 11-13=60, 9-11=-35 Concentrated Loads (lb) Vert: 17=-75 18-75 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a p� truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing IYI� IT Qk• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2825366_4836 WATERSONG T25092783 2825366_4836_WATERSO- AH7 Hip Girder 1 Job Reference (optional) _Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug.16 2021 MiTek Indus-ries, Inc. Fri Aug 20 07:10:02 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS7N-h9HgWOQwG1YJOlwr 47nKD6sigWbrrwLEkDmP5ym19Z 2-0-0 7-0-0 16-0-0 25-0-0 29-8-0 32-0-0 2-0-0 4-8.0 9-0-0 9-0-0 4-8-0 21-0 Scale = 1:54.5 Special Special 3x6 I I 5x8 = Special _ Special Special Special Special 5x6 Special Special Special 5xB — ,,,, r— 3 16 17 18 1920 4 5 21 22 23.- 24 6 — 1.5x8 STP = 4x6 = 4x6 = NAILED 1.5x8 STP = NAILED NAILED4x6 = 4x6 = 1.5x8 STP = 3x6 II THJA26 NAILED NAILED 6x8 = NAILED THJA26 3x6 11 NAILED NAILED LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl _Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.04 12-14 >999 240. MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.04 12-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) -0.02 9 n/a n/a BCDL 10.0 Code FBC2020/1PI2014 Matrix-SH Weight: 434 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORDL Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 12=0-8-0, 9=0-8-0 Max Horz 15=-287(LC 6) Max Uplift 15=-2226(LC 8), 12=-4302(LC 8), 9=2049(LC 8) Max Grav 15=1275(LC 39), 12=2640(LC 36), 9=1274(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1442/1984, 3-4=242/475, 4-6=242/475, 6-7=1458/2014 BOT CHORD 14-15=373/293, 12-14=1615/1416, 10-12=1530/1252 WEBS 2-15=-1320/1841. 2-14=-1670/1350, 3-14=-355/236, 3-12=1190/1555, 4-12=1643/2680, 6-12=-1157/15B5, 6-10=-355/232, 7-1 0=1 661/1340, 7-9=1326/11755 NOTES- (15) 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 to if front or back face in the LOAD CASE(S) section. Ply to are considered equally applied all plies, except noted as (F) (B) `� 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. v '... 4) Wind: ASCE 7-16; Vuh=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. ` NO 6.81.82 II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left y and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 * •: 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck` :, to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. i ST 0 F . _41" 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �, ( C(/ ; Q` • \ �. will fit between the bottom chord and any other members. 40" . 9) Providemechanicalion (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) '�,,S/p �connneec 49. 10) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord. Jtiaqui6 Velez PE'MA6182.. 11) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 24-11-10 from the left end to connect MiTOkI. Ing;,FL:CeR,6634 , truss(es) to front face of bottom chord. 8904 Parke East BMd: Tampa FL $36]:0, 12) Fill all nail holes where hanger is in contact with lumber. Date:: 13) "NAILED" indicates 3-1Od (D.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. August 20,2021 Continued on Daae 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2825366_ WATERSONG T25092783 2825366_4836_WATERSO— AH7 Hip Girder 1 n L Job Reference o tional4836 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:10:02 2021 Page 2 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-h9HgWOQwG1 YJOlwr_4?nKD6sigVvbrrwLEkDmP5ym19Z NOTES- (15) 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 890 lb down and 1126 lb up at 7-0-0, 330 lb -clown and 425 lb up at 9-D-12, 330 lb down and 425 lb up at 11-0-12, 330 lb down and 425 lb up at 13.0-12, 330 lb down and 425 lb up at 15-0-12, 330 lb down and 425 lb up at 16-11-4, 330 lb down and 425 lb up at 18-11-4, 330 lb down and 425 lb up at 20-11-4, and 330 lb down and 425 lb up at 22-11-4, and 890 lb down and 1126 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code" LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=72, 3-6=72, 6-8=72, 1-8=20 Concentrated Loads (lb) Vert: 3=-215(F) 5=111(F) 6=215(F) 14=145(F) 10=145(F) 16=111(F) 17=111(F) 18=111(F) 20=111(F) 22=111(F) 23=-111(F) 24=111(F) ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must vedy the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT@k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2825366_4836 WATERSONG' T25092784 2825366_4836_WATERSO- AH7A Roof Special Girder 1 Job Reference (Optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Avg 20 07:10:04 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS7N-dYPQx4SBoeoldb4E5U1FPeBF3T9vJiteh2itTzyml9X 2-4-0 , 12-0-0 , 17-0-0 , _ _ _ _ 25-0-0 2s-B-o 2-4-0 9-8.0 5.0.0 B-0-0 4-e-o 5x6 = 1.5x8 STP = 5x8 —_ 4x6 = HTU26 5x8 = 1.5x8 STP = 3x6 II NAILED THJA26 3x8 II Scale = 1:59.2 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/rP12014 CSI. TC 0.66 BC 0.42 WB 0.62 -Matrix-SH -DEFL. in Vert(LL) 0.47 Vrert(CT) 0.41 Horz(CT) -0.02 (loc) Ildefl L/d 9-11 >697 240 9-11 >800 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 442 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling -directly applied or 6.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=487(LC 7) Max Uplift 12-2398([_C 8), 8=3621(LC 8) Max Grav 12=1845(LC 36), 8=2954(LC 38) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-494/335, 2-3=2259/2647, 34=2224/2756, 4-5=-3357/4256, 5-6=3895/4729, 6-7=348/366 BOT CHORD 1-12=-481/551, 11-12=-580/991, 9-11=4083/3594, 8-9=228/287, 7-8=-228/2B7 WEBS 2-12=-1968/2643,2-11=-1484/1770,3-11=-1960/1681,4-11=2312/3038,4-9==1521/1847, 5-9=-743/921, 6-9=-4125/3624, 6-8=3404/4148 NOTES- (15) 1) 2-ply-trussto be connected together with 10d (0.131'xKY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do. `�1; i 11111lt�� Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. IN V�t . 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 `�,�OPQV , , I� `�,�: ' •,,•G (� S,_ ,� �j ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ♦ \.. F 3) Unbalanced roof live loads have been considered for this design. NO; 68182 4) Wind: ASCE 7-16; Vu@=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 = •' 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific, '=fl : : p'.` to the use of this truss component. A , fl F • C(/. , 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for 10.0 bottom live load with live loads. 1(/ a psf chord nonconcurrent any other ' ' R 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,, `� %N. �� SIS� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except 0=1b) �0N`AI 12=2398,8=3621. 10) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 20-1Odxl 1/2 Truss, Single Ply Girder) or equivalent at 22-0-12 from the left end to Joaqulti;Veltiz.PE'No 68182., connect truss(es) to back face of bottom chord. M114kUSA; Ino; K Ce6634 11) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 24-11-10 from the left end to connect truss(es) ;6904 Parke,East BlvdAarfipa FL 33610 to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. Date:: 12) Fill all nail holes where hanger is in contact with lumber. August 20,2021 OffitIRAIL6OUWk3tes 3-1Od (0.148"AY) or3-12d (0.148'k3.25')toe-nails_ NDS guidlines. A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sa"Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2825366_4836 WATERSONG T25092784 2825366_4836_WATERSO— AH7A Roof Special Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s-Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:10:04 2021 Page 2 ID:JtHSm_VepG 13hfwsRWAEL7ivS?N-dY?Qx4SBoeol db4E5U 1 FPeBF3T9vJiteh2itTzym 19X NOTES- (15) 14) Hanger(s) or other -connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 398 lb up at 22-11-4, and 890 lb down and 1126 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 3-4=72, 4-5=72, 5-7=72, 1-7=20 Concentrated Loads (lb) Vert: 5=215(B) 9=145(B) 14=93(B) 15=1142(8) 16=35(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1M020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2625366_4836 WATERSONG T25092785 2825366_4836_WATERSO— AH9 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:10:05 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-5kzo8QTpZyxuFlfQfCYUyskSntUO2BXowiRQ7Qym 19W -2�-0 9-0.0 16-0-0 23-0-0 29-8-0 32-0-0 22 6-M 7-0-0 7-0.0 6--0 2-0-0 5x8 = 17 3x6 11 18 5x8 = Scale=1:53.7 3x4 = 1 5x8 STP = 4x6 1.54 STP = 4x6 = 1.54 STP = 3x4 = 3x6 11 4x6 = 7x10 = 4x6 = 3x6 11 9-M 16-0-0 - 2-0-0 21100 1 -0 23-0-0 29-8-0 3 32-M 2-0-0 0 0 66-8-0 7-M 0- -0 6-10-0 6-8-0 o 2-0-0 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),[8:0-4-8,0-1-8l,[4 1:0-5-0,0-4-12),[14:0-4-8,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.09 13-14 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL- 1.25 BC 0.47 Vert(CT) 0:08 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) -0.Q1 . 8 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-SH Weight: 226lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly -applied or 6-D-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-11. 5-11 REACTIONS. (size) 14=0-8-0, 11=0-8-0, 8=0-8-0 Max Horz 14=368(1_C 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=80B(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or. less except when shown. TOP CHORD 1-2=60/287, 2-3=535/1321, 3-4=81/252, 4-5=81/252, 5-6=535/1306, 6-7=60/293 BOT CHORD. 1-14=-279/70, 13-14=-489/388, 11-13=805/350, 9-11=806/350, 8-9=285I70, 7-8=285r7O WEBS- 2-14=-6B8/1296,2-13=-723/284,3-13=932/218,3-11=504/1369,4-11=-625/821, 5-11=-504/1370, 5-9=-930/218, 6-9=716/284, 6-8=-688/1289 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3•second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft;.L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 23-0-0, Extedor(2R) 23-0-0 to 31-5-13, Intedor(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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) 14=1500,11=2415,8=1326. 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." li1ti1111j�I PQUIN VF NO 681:8.2, August 20,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IV IITpiK• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quallty Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_2825366_4836 WATERSONG T25092786 2825366_4836_WATERSO— A119A Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s .Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:10:06 2021 Page 1 ID:JtHSm_VepG13hfwsRWAELZzvS7N-ZwXBLmTRKF31tvEcDv3jV3HblHoonWLc9MB_Ysym 19V 2-42 12-M , 15-0-0 , 23-D-0 , 29-M _ L_ 32-M 2-4-0 9$0 3-0-0 8-M 6-8-0 2-4-0 5x8 = 1.5x8 STP = 5x8 = 4x6 = 5x8 = 1.5x8 STP = 3x8 11 3x8 11 Scale=1:55.9 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201TPI2014 CSI. TC 0.65 BC 0.58 WB 0.98 Matrix-SH DEFL. in Vert(LL) -0.12 Vert(CT) -0.24 Horz(CT) -0.02 (loc) Vdefl Lld 9-11 >999 240 9-11 >999 180 8 file n/a PLATES GRIP MT20 244/190 Weight: 226lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins. 1-3: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x6 SP No.2 6-2-13 oc bracing: 9-11. WEBS- 2x4 SP No.3 WEBS 1 Row at midpt 4-9 -REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=-487(LC 10) Max Uplift 12=-1769(LC 12), 8=-1595(LC 12) Max Grav 12=1621(LC 17). 8=1622(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=553/282, 2-3=1920/1554, 3-4=1951/1715, 4-5=-1804/1600, 5-6=1991/1621 BOT CHORD 1-12=-432/629, 11-12=-531/920, 9-11=1411/1910 WEBS 2-12=-176411834, 2-11=-462/1124, 3-11=-955/1257, 4-11=1302/1236, 4-9=588/526, 5-9=-35/383, 6-9=1079/1377, 6-8=1754/1660 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design CE 1G 2) I�Exp n0 18; MWFRS C-C9Exterior(2E) 0-0-0 to 6-D-0, Interior(l) 6-0-0io 12-0-0, Exterio 2-0-0 V,1.11 11 , V '�1e DS Encl., pi (directional) nal) and (2E)1 to 15-0-0, Interior(1) 15-0-0 to 23-0-0, Extedor(2R) 23-0-0 to 29-0-0, Interior(1) 29-0-0 to 32-0-0 zone; cantilever left and right `���tjy`UlN , �.� exposed end vertical left and right exposed;C-C for members -and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate `�� OP.Q , G E N S • j ; ,♦�: 1., F •. grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific v !� .. N a 681$'2 to the use of this truss component. * ' 4) Provide adequate drainage to prevent water ponding. :e 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf.'13 truss to bearing 100 lb except ST OF Z: 7) Provide mechanical connection (by others) of plate capable of withstanding uplift at joint(s) (jt=lb) �. (� • 12=1769, 8=1595. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �i�`' R `�j�•%% asG.Bivd:.Tampa FL33610 August 20,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building. component, not 1- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_2825366_4836 WATERSONG T25092787 2825366_4B36_WATERSO- AH11 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, B.42iU s Aug 'I b ZUZ7 mi i eK moustnes, Inc. rn Aug ZU U/:Us:aa zun rage ID:JtHSm VepGl3hfwsRWAELZzvS7N-RQEGdJJHOGQbpvk6yhKgTKEK52RpEjAlgrXoa6yml9i 2-0-0 i 11-M i 21-M _, 29-M , 32-M , r 2 4-0 8� 0 10-0-0 B 8 0 24-0 Scale=1:53.7 6x8 = 5x8 = 0 I� 12 11 19 10 9 5x8 = 1.5x8 STP = 4x6 = 3x6 11 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25- Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.84 BC 0.26 WB 0.68 Matrix-SH DEFL. in Vert(LL) 0.04 Vert(CT) -0.08 Horz(CT) 0.01 (loc) Vdefl Ud 7-8 >999 240 7-8 >999 180 7 We n/a PLATES GRIP MT20 244/190 Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purling. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc-bracing. WEBS 2x4 SP No.3 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=788(LC 20), 11=1201(LC 17), 7=1232(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=312/118, 2-3=-461/557, 3-4=931/1196, 4-5=1036/1098, 5-6=394/252 BOT CHORD 1-12=-190/338, 11-12=426/748, 9-11=144/377, 8-9=144/377, 7-8=332/411, 6-7=-332/411 WEBS 2-12=-713/1160, 2-11=-375/294, 3-11=871/1009, 3-8=656/791, 4-8=-285/469, 5-8=-447/584, 5.7=1046/1407 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vu@=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave 7ft; Cat. S (directional) and C-C to 9-5--113, Intedor(1) 19-5-13 to 2R 0-0,-EMerior(2R) 1-0-0 to 29-8-0,)Intenor(1 29 8 0 to 32-0-0 zone; cantilever eft and rightl a0 ``,,OP.a�IN exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate `� , •.:� N S' Q. .. �� grip DOL=1.60 ♦ ti F 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. v N'O 6,81$ 2 4) Provide adequate drainage to prevent water ponding. *':6 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '=p ::., will fit between the bottom chord and any other members, with BCDL = 10.0psf. S Q F 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except Qt=lb) �„ � �(/ 12=1095, 11=981, 7=1269. �� �1 Q Q; •�_,��' 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any �i��s 0 R �ij ,,�• particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." IIS� N A ��,% August 20,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Coastal Const_2825366_4836.WATERSONG T25092788 2825366 4836_WATERSO- AH11A Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), -Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:09:54 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-wdoegfKv9ZYSR3JJWOrv7XnV1 RIA-CiAOVHL6Zyml9h 2� 11-M 21-M 29-M 32-M 2�1-0 848-0 10-M 848-0 2-" Scale= 1:53.7 6x8 = 5x8 = 1.5x8 STP = 4x6 = 4x6 5x8 = 1.5x8 STP = 3x8 11 3x8 11 LOADING-(psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/rP12014 CSL TC 0.89 BC 0.44 WB 0.53 Matrix-SH DEFL. in Vert(LL) 0.09 Vert(CT) -0.16 Horz(CTj 0.02 (loc) Vdefl L/d 8-10 >999 240 8-10 >999 180 7 n/a n/a PLATES- GRIP MT20— 244/190 Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 7-7-10 oc bracing: 8-10. WEBS 1 Row at midpt 2-10, 3-8, 5-8 REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Horz 11=448(LC 11)_ Max Uplift 11=-1769(LC 12), 7=-1595(LC 12) Max Gram 11=1661(LC 17), 7=1648(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=372/15T, 2-3=1730/1598, 34=1463/1642, 4-5=1708/1610, 5-6=-387/273 BOT CHORD 1-11=251/397, 10-11=-405/786, 8-10=935/1599, 7-8=353/411, 6-7=-353/411 WEBS 2-11=1494/1797, 2-10=862/1240, 3-10=01312, 3-8=-306/307, 4-8=-16/280, 5-8=-865/1232, 5-7=-1473/1706 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4:2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=6Dk; eave=7ft; Cat II; Exp D; Er1cl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-Qto 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 21-0-0, Exterior(2R) 21-0-0 to 29-8-0, Interior(1) 29-8-0 to 32-0-0 zone; cantilever left and right �1L�11111f�� �N VjCf�j exposed ;end vertical left and right exposed;C C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate ,� OP. �� '� '�C, grip DOL=1.60 loading ,.,�:: , EN V 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain requirements specific to the use of this truss component. ti • N;O $81'82, 4) Provide adequate drainage to prevent water ponding. z •: + * 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. r fl 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except at=lb) „�' : S F �1J ?, 11=1769, 7=1595. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �, 0 <(/.� 4*`' 0 R '�:f �N particular 4jPIlyd ,Tampa FL3361.0 August 20,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i�iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2825366_4836 WATERSONG T25092789 2825366_4836_WATERSO— AH13 Hip 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 U7:U9:bb ZU21 Page 1 I D:JtH Sm_VepG 13hfwsRWAELZzvS?N-OpMO2?LXvtgJ2D uV45NBYIKler1 OifQJd90ut?ym 19g 2-4-0 i 13-D-tl 19-0-0 , - _ _ _ 29-B•O , 32-0.0 2-4-0 1041-0 6-0-0 10-8-0 2-40 ' 5x8 = 5x8 = 14 15 4 1.5x8 STP = 4X6 —_ 4x8 = 4x6 = 1.51c8 STP = 3x8 II 3x8 II LOADING (psf) SPACING- 2-0A TCLL- 20.0 -Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2020/rP12014 LUMBER - TOP CHORD 2x6 SP M 26 *Except• 3-4: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 7=D-8-0 Max Horz 11=-529(LC 10) Max Uplift 11=-1769(LC 12), 7=-1595(LC-12) Max Grav 11=1666(LC 17); 7=1666(LC 18) Scale = 1:56.8 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.52 Vert(LL) -0.3710-11 >883 240 MT20 244/190 BC 0.60 Vert(CT). -0.4510-11 >736 180 WB 0.57 Horz(CT) -0.02 7 n/a rile Matrix-SH Weight: 216 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling -directly applied or 7-3-3 oc bracing. WEBS 1 Row at midpt 2-10, 5-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-852/455, 2-3=1687/1525, 3-4=1389/1612, 4-5=1686/1525, 5-6=-869/538 BOT CHORD 1-11=-686/889, 10-11=-828/1297, 8-10=735/1433, 7-8=717/906, 6-7=-717/906 WEBS 2-11=1418/1910, 2-10=-582/1188, 3-10=-30/348, 4-8=28/347, 5-8=-673/1207, 5-7=1418/1808 NOTES- (8) 1) Unbalanced roof live loads have been considered -for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and GC Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-D-0 to 13-0-0, Extedor(2E) 13-0-0 to 19-0-0, Exterior(2R) 19-0-0 to 27-5-13,Interior(1) 27-5-13 to 32-0-0 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=t6D 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1769, 7=1595. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' 10,, &IN, VF��,z�� I N;o 68182 y � All August 20,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTFi, k� fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 213601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2825366 4836 WATERSONG ' T25092790 2825366_4836_WATERSO- AH15 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, 8.430 s Aug 16 2021 MITek Industries, -Inc. Fri Aug 20 07:09:55 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-s7wPFLMAgBo9gNThdpuN5ysroFK R1STspmSBRyr.il9f 2-4-0 48.0 15-0-0 , t7-o-o , z36-o , 2s-8-o , 3z-0•o , 2-4.0 - AD-4-o 2-0-0 6-6-0 6.2-0 2-4.0 6x8 = 6x8 = 5 3x6 II 7.00 12 6 7 Scale=1:70.4 7x10 4x6 i 8 7x10 G 204 21 c 22 3x6 i 3 2x4 II 2 9 1 10 0 4 15 Mks 3x4 = 19 1817 Sx8 = -_12 11 3x4 = o 3x12 MT20HS = "' 1.5x8 STP = 1.5x8 STP = 4x12 = 3x8 115x8 = 7x10 = 32A-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.15 13 >999 240 MT20 244M90 TCDL 16.0 Lumber DOL 1.25 BC 0.81 Vert(CT)-0.261546 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) -0; 15 11 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. 6-8,1-4: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. Except: BOT CHORD 2x6 SP No.2 6-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 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=1-487(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=371/142, 2-3=1244/1188, 3-5=1617/1571. 5-6=1451/1652. 6-7=1662/1917, 7-8=1551/1644, 8-9=-421/407, 9-10=377/0 BOT CHORD 1-19=-81/381, 18-19=-542/570, 16-18=782/1032, 3-16=699/1084, 15-16=2056/2697, 14-15=-556/1184, 12-14=-364/380, 7-14=-331/535, 11-12=-1059/1199, 1GA1=0/290 WEBS 2-19=-1573/1611, 2-18=-1658/1442, 3-15=-1365/1419, 5-15=160/425, 6-15=5931729, 6-14=754/531, 8-12=358/572, 8-11=136611401, 9-11=543/830 NOTES- (9) �tt��e��/l♦ 1) Unbalanced roof live loads have been considered for this design. tUAN 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0. Interior(1) 6-0-U to 15-0-0, Exterior(2E) 15-0-0 to 17-0-0, Exterior(2R) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions -shown; Lumber DOL=1.60-plate grip DOL=1.60 N O 3 BuildingDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 9 1 9 P rrfY 9 PP 9 qr *° •: * " to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OF t 40; 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. 't-lb 8 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 lb uplift at'oint s except cam`FA 19=1764, 11=1593. 'This 9) 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." as4:Bly& Tafnpa FL 33610, August 20,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with M7ek4l) connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcalon, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2B25366_4B36 WATERSONG T25092791 2825366 4836_WATERSO- AH15A Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL-33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:09:57 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-KCUnThMoRUwOIW2uBWPcdAP5mfiAAZhc4TV?jtyml9e r M2-4-D , B-6-0 15-0-0 , 17-0-0 , z3-B-0 _ 29-8-0 32-o-0 6-2-0 6-6-0 2-0-0 6-rr0 6-2-0 r 2-4-D 6x8 = 6x8 = 7.00 12 1.5x8 STP = 5x6 _ 1.5x8 STP = 7x1D = 3x4 = 3x4 = 7x1D = Scale=1:62.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefi Lid PLATES GRIP TCLL -20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.16 9-10 >999. 240 MT20 244/190 TCDL 16,0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code-FBC20201TPl2014 Matrix-SH Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 cc pudins. BOT CHORD 2x6SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-6 cc bracing. WEBS 2x4 SP No.3 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=1642(LC 17), 9=1642(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-511/0, 2-3=650/279, 3-4=1449/1547, 4-5=-1291/1531, 5-6=1449/1548, 6-7=-650/403, 7-8=511/0 BOT CHORD 1-13=0/406, 12-13=1055/1696, 10-12=521/1319, 9-10=1076/1267, 8-9=0/406 WEBS 2-13=-485/797, 3-13=-1256/1526, 3-12=-474/669, 4-12=346/421, 5-10=357/420, 6-10=-476/695, 6-9=1256/1412, 7-9= 485/771 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuh=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0.0 to 15-0-0, Exterior(2E) 16-0-0 1�� ru�N to 17-0-0, Extedor(2R) 17-M to 25-5-13, Interior(1) 25-5-13 to 32-0-0-zone; cantilever left and right exposed ; end vertical left and .GEN.S right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 c' 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck �� ■ 1�� tC""++ '� to the use of this truss component. + ` NO 81 $2 •: 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * ::a 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide` :? will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=.Ib) 13 i ST .. OF : <(/ 13=1769, 9=1595. 'This 0 + 8) manufactured product is designed as an individual building component. The suitability and use of this component for any Fl k�`� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' ��.;0 PEN D. FL August 20,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2825366_4836 WATERSONG T25092792 2825366 4836 WATERSO— B Common 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20-07:10:07 2021 Page 1 ID:JIHSm_VepGl3hfwsRWAEL zvS?N-1757Z6U35ZBcU3ppnday_1HpjwhCeW4E4N0wX41ym191.1 2� 0 12-M 22-M 2�-0 9.8-0 10-0-0 6x8 II 1.5x8 STP = 4x6 = 5x8 = 3x6 11 3x8 II 2-0-0 Scale=1:48.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl T/d PLATES GRIP -TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.05 5-6 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.11 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.01 5 file n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 3-4: 2x6 SP M 26 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.5-1 oc bracing. WEBS 2x4 SP No.3'Except' 4-5: 2x6 SP No.2 REACTIONS: (size) 8=0-8-0, 5=Mechanical Max Horz 8=557(LC 11) Max Uplift 8=1389(LC 12), 5=951(1_C 12) Max Grav 8=1122(LC 1), 5=881(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-462/189, 2-3=1201/976, 3-4=1181/949, 4-5=-1080/975 -BOT CHORD 1-8=-335/540, 6-8=606/905, 5-6=-447/543 WEBS 2-8=-1330/1480, 2-6=-283/640, 3-6=0/330, 4-6=-225/622 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuB=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; CaL II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12-0-0, Extedor(2R) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1389, 5=951. 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." ��t�llllll�� N,o 6 8 i 82- T O F S .� 0-n .. (ic ". - August 20,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. ` Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfP/f quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saretyinformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2825366_4836 WATERSONG T25092793 2825366_4836_WATERSO- i BH7 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.43U s Aug 16 ZU21 MI I eK Industries, Inc. I-rl Aug 2u ut:1 u:1 u 2u21 "Page I D:JIH Sm_VepG 13hfwsRWAELZzvS?N-Sim hB8XyN UZALWXOS IBffvREau BAjMcX4-9Bhdym 19R 2-0-0 7-0.0 12-0-0 17-" 1_ 21.841 24-0-0 2�-0 441-0 5,0.0 5-" 4-M ' 24-0 ' 1.5x8 STP = 3x12 MT20HS 11 Special 6x8 = 6x8 = THJA26 Special Special Special 6x8 = Special 14 4 15 16 NAILED Special 6x8 = 6x8 = 1.5x8 STP = THJA26 3x12 MT20HS 11 Scale = 1:40.0 2-0-0 2 4 A 7-M 17-0-0 21-M 22-0 0 24-M 2��1- 4 8 0 10-0-0- 4-8-0 2-0-0 Plate Offsets (X,Y)- [1:0-2-8,0-1-2],[4:0-4-0 0-4-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.21 9-11 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.20 9-11 >999 180 MT20HS 197/143 BCLL 0.0 Rep Stress Incr NO _WB 0.86 Horz(CT) -0.04 8 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2xB SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 17=0-8-0, 8=0-8-0 Max Horz 12=287(LC 7) Max Uplift 12=-3250(LC 8), 8-3070(LC-8) Max Grav 12=1948(LC 39), 8=1948(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=214/289, 2-3=2312/3306, 3-4=2010/2995, 4-5=2010/3020, 5-6=2312/3332, 6-7=-188/289 BOT CHORD 11-12=-464/353, 9-11=3462/2507 WEBS 2-12=-199912880- 2-11=-2640/2052, 3-11=-285/358, 4-11=-733/1124, 4-9=731/1123, 5-9=-286/355, 6-9=2645/2061, 6-8=1996/2791 Structural wood sheathing directly applied or 4-9-12 oc purlins. Rigid ceiling directly applied or 6-0-0-oc bracing, Except: 3-8-15 oc bracing: 9-11. 1 Row at midpt 2-11, 6-9 NOTES- (15) 1), Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuh=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) -,cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=3250,8=3070. 9) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 16-11-10 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 890 lb down and 1126 lb up at 7-0-0, 330 lb down and 425 lb up at 9-0-12, 330 lb down and 425 lb up at 11-0-12, 330 lb down and 425 Ill up at 12-11-4, and 330 lb down and 425 lb up at 14-11-4, and 890 lb down and 1126 lb up at 17-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. ,1A1f tnfiai 6A)AQoQASE(S) section. loads aoDlied to the face of the truss are noted as front (F) or back (B). `��lltlldl/ej� E. NO' 681.,82 �•CC Z. :p ST OF `• ONAL, % August 20,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS&TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Dty Ply Coastal Const_2825366_4836 WATERSONG T25092793 2825366_4836_WATERSO— BH7 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiiTek Industries, Inc. Fri Aug 20 07:10:10 2021 -Page 2 ID: JtH S m_VepG 13hfwsRWAELZzvS7 N-S imhB BXyN UZALWXOS 18ffvREauBAjMcX4_9Bhdym 19R 15) 'This manufactured product is designed as an individual building component. The suitability and use of this Component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads-(plf) Vert: 1-3=72, 3-5=72, 5-7=72, 1-7=20 Concentrated Loads (lb) Vert:3=-215(B)-5=215(B) 11=145(B) 9=145(B) 13=-111(B) 14=111(B) 15=111(B) 16= 111(B) ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTew Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdeagon, storage, delivery, erection and bracing of trusses and truss systems, see ANSlyr10/1 quality Criteria, DSB89 and BC51 Building Component 69D4 Parke East Blvd. Safelyinformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const 2825366_4836 WATERSONG T25092794 2825366 4836_WATERSO1 BH9 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:10:12 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-04uScpYCv5pubghmZAA7kKKe_iwzBNngXlellWym 79P 4-0 9-M 12-0-0 15-0-0 21-8-0 24-0-0 2 2V 648-0 3.0.0 3-0-0 6-8-0 24-0 4x6 = 2x4 11 4x6 = Scale=1:41.2 15 axq — 1.5x8 STP = vxo — 5X8 = 1.5x8 STP = — _ 3x8 II 3x8 II LOADING (psi) TCLL 20.0 TCDL 16.D BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip-DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.60 BC 0.28 WB 0.43 Matrix-SH DEFL. in Vert(LL) -0.05 Vert(CT) -0.11 Horz(CT) 0.01 (loc) Vdefl Lid 9-11 >999 240 9-11 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight`158 lb -FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-9. 6-9 REACTIONS. (size) 11=0-8-0, 8=D-8=0 Max Horz 11=369(LC 10) Max Uplift 11=-1371(LC 12), 8=1192(LC 12) Max Grav 11=1104(LC 1), 8=1104(LC 1) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=323/95, 2-3=1064/1063, 3=4=956/11D4, 4-5=956/1104, 5-6=-1064/1062, 6-7=339/103 BOT CHORD 1-11=124/333, 9-11=-434/702, 8-9=131/349, 7-8=131/349 WEBS 2-11=981/1446, 2-9=657/820, 6-9=747/833, 6-8=981/1390- NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; B=45ft; L=6Dft; eave=7ft; Cat terion(l) 6-0-0 to erior(2E) 0-0-0 to ctional) and C-C RS 15-0-0 Exterior(2R)p15-0-0 to 23-5-13, Interio 23-5-13 tE24-0-0 zone; cantilever eftnand right exposed 9; end vert rcal left and righttf�IN'' .. ie (1) for Lumber DOL=1.60 .. exposed;C-C for members and forces & MWFRS reactions shown; plate grip-DOL=1.60 Designer / Project for live load loading specific `�V • E 3) Building engineer responsible verifying applied roof shown covers rain requirements to the this truss ,�� , C N.S M..'� �. ' F use of component. ♦ 4) Provide adequate drainage to prevent water ponding. + " NO $ 81 $ 2. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :• will fed 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) 120 11=1371, 8=1192. 'This for • S. F �Cl°•W, 8) manufactured product is designed as an individual building component. The suitability and use of this component any building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Q particular O R l O ��,�•. August 20,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with M7eke connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Cliterle, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saretyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty Ply Coastal Const_2825366_4836 WATERSONG T25092795 2825366_4836_WATERSO— BH11 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MIek Industries, Inc. Fri Aug 20 07:10:08 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAEL7ivS?N-VJexmSVhstJS6D07KK52B4a.U0-M0 vW5YU FT7Ecgg4clyml9T r 24-0 11-0 112-0Oi13-00 21-8-0I . 8-8-0 1-0-0 1-0-8-8-0 4x6 = 2x4 11 4.6 = 1.5x8 STP = 4x6 = 5x8 = 1.5xB STP = 3xB II 3xB II 2-0-0 2 4 0 12-0-0 21 8-0 22 Q 0 24-0-0 2-0-0 0-0-0 948-0 9-8-0 0-4-0 M LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x6 SP No:2- BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 8=0-8-0 Max Harz 11=-449(LC 10) Max Uplift 11=1371(LC 12). 8=-1192(LC 12) Max Grav 11=1104(LC 1), 8=1104(LC 1) CSI. DEFL. in (]cc) I/deft L/d TC 0.83 Vert(LL) -0.04 9-11 >999 240 BC 0.31 Vert(CT) -0.08 9-11 >999 180 WB 0.79 Horz(CT) 0.01 8 n/a n/a Matrix-SH FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=386/T59, 2-3=994/975, 3-4=902/1089, 4-5=90211089, 5-6=994/974, 6.7=-40D/251 BOT CHORD 1 -11 =305/439, 9-11=-470/872, 8-9=347/453, 7-8=-347/453 WEBS 2-11=104811440, 2-9=404/678, 4-9=0/301, 6-9=-436/693, 6-8=1048/1343 Scale = 1:49.1 PLATES GRIP MT20 244/190 Weight: 162 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuB=1-80mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E):0-0-0 to 6-0-0, Interior(1) 6-0-0 to 11-0-0, Exterior(2E) 11-0-0 to 13-0-0, Extedor(2R) 13-0-0 to 21-8-0, Interior(1) 21-8-0 to 24-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=.1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 11=1371, 8=1192. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." `�ry V oPQt `�HF •,�. .. . No 681,82 Pv , 13S OF:•; August 20,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2825366_4836 WATERSONG T25092796 2825366 4B36 WATERSO- CA Corner Jack 10 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL-33564, 8.430-s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:10:13 2021 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-sHSgpgZggPxIC Gy7thMHY3xr6lRwwlzmyNrHyym190 ,-M 1-0-0 Scale = 1:8.5 TOO 12 3- 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.08 Vert(LL) -0.00 1 n/r 120 TCDL 16.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code-FBC20201TPI20-14. Matrix-P LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD REACTIONS. (size) 2=Mechanical,3=Mechanical 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=-486/105 BOT CHORD 1-3=89/414 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (7) 1)--Wind: ASCE 7-16; Vult=IBOmph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60R; eave=7ft; Cat. -II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left -and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip-DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ■ This truss has been designed for a live load of 20.0psf 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 Qt=lb). 2=167. 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." du INEN No,68182y S TTLWI OF O !ast Bh+A:.Tampa; FL 33610 August 20,2021 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicatedis to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 35610 Job Truss Truss Type City Ply Coastal Const_2825366_4836 WATERSONG T25092797 2825366_4836_WATERSO- CJ3 Corner Jack 10 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Aug 20 07:10:13 2021 Page 1 I D: JtH Sm_VepG 13hfwsRWAELZzvS?N-sHS gp9Zgg PxIC-Gy7thMHY3wL6GTwwlzmyNrHyym 190 3-M 3-0-0 9 m Scale = 1:14.4 1.5x8 STP = 2-8-0 2-8-0 Plate Offsets (X Y)- [1:0-2-8 0-1-2) LOADING (psi) SPACING- 2-D-0 CSI. DEFL. in (loc) -Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 4 >999 240 MT20 2441190 TCDL 16.0 Lumber DO- 1.25 BC 0.26 Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 2 n/a file BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-D-0 oc puffins. BOT CHORD 2x6 SP M 26 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(1_C 12), 3=-492(LC 1), 4=-887(LC 12) Max Grav 2=145(LC 17), 3=650(LC 12), 4=657(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-4=-163/310 NOTES- (7) 1) Wind:-ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Dpsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load -shown covers rain loading requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0psf bottorrrch'ord live load nonconcurrent with any other live loads. 4) ' This -truss has been designed for a live load of 20:10psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `�i1 i(1 will fit between the bottom chord and any other members. `�� U f N -5) Refer to girder(s) for truss to truss connections.OP+Q��: �Iy 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=217, 3=492, 4=887. 'V. S� ••, ��. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any, particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." N O 6.818;2- ;S 0 F ast,BlVd Tampa FL 33610 August 20,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bmcing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2DS01 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_2825366_4836 WATERSONG T25092798 2825366 4836 WATERSO- CJ5 Corner Jack 10 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.43U S Aug-16 ZUZl mi I eK Indusmes, mc. Fri Aug 2u Ur:l U:i4 2021 rage i ID:JIHSm_VepGl3hfwsRWAELZzvS?N-KTOC1 VaSRj3cg8r9hbCbplc?tVSAfN?6_c7PgOyml9N 5-0-0 1.5x8 STP = Scale=1:21.0 Plate Offsets (X Y)— i1.0-4-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC -0-51 Vert(LL) -0.02 3-4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC- 0:87 Vert(CT) -0.02 3-4 >999 180 BCLL O.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.11 2 n/a n/a BCDL -10.0 Code FBC2020rrP12014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. REACTIONS. (size) 2=1VIechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=336(LC 12) Max Uplift 2=362(LC 12), 3=154(1_13'1), 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. TOP CHORD 1-2=-286/176 BOT CHORD 1-4=247/478 NOTES- (7) 1) Wind: ASCE 7=16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; -cantilever left and right exposed,; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible Tor verifying applied roof live -load shown covers rain loading requirements -specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capableof withstanding 100 lb uplift at joint(s) except (jt=lb) 2=362, 3=154, 4=511. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �•��1l��PaG E N S��F� 40i. N'6 68.1.82, 2: August 20,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. ,Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D501 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_2825366_4836 WATERSONG T25092799 2825366_4B36_WATERSO- E.17 Jack -Open 17 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 U7:1 D:15 ZU21 Page 1 I D: JtH Sm_VepG 13hfwsR WAELZzvS? N-ofaaEra4COSTS HQLFIjgMz97KvorOgFGDG syMrym 19M 7-0-0 r 7-0-0 i Scale=1:27.1 1.5x8 STP = 2-0-0 7-M 2-0 0 -0 4.8-0 LOADING (psi) SPACING- 2-0 0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 TCDL 16.0 Lumber DOL 1-25 BC 0.84 BCLL 0.0 Rep Stress Incr YES WB ADO BCDL 10.0 Code FBC2020lrP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=470(LC-12) Max Uplift 2=-401(LC 12), 3=26(LC 1), 4=-515(LC 12) Max Grav 2=265(LC 17),3=61(LC 12),4=481(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-290/180 BOT CHORD 1-4=-314/611 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.04 3-4 >999 240 MT20 244/190 Vert(CT) -0.03 3-4 >999 180 Horz(CT) 0.05 2 n/a n/a Weight: 36 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; 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;-Erfef:W , GCpi=0.18; MFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-11-4 zone; cantilever left and right exposed-, end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss -has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle-3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=401,4=515: 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 oftrusses and truss systems, see ANSMI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 '`4'6 N"o„ 68.1.82 •'sAkof August 20,2021 Mew 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2825366_4836 WATERSONG T25092800 2825366_4836_WATERSO— EJ7A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 4x6 I I 5x8 11 1.5x8 STP = 8.430 s Aug 16 2021 MiTek=Industries, Inc. Fri Aug 20 07:10:16 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAEL7ivS?N-Gr7zSBbizKJK4R?Xo0F3vAhHzJF77HUPSwcVuHym19L 5-0-0 5-0-0 Scale = 1:27.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) Vdefl Ud PLATES GRIP TCLL 20.0 Ptate Grip DOL 1.25 TC 0.80 Vert(LL) -0.03 3-4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.03 3:4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-R Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 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=285/179 NOTES- (8) 1) Wind: ASCE 7-16; VuIt=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp-D; Encl., GCpi=0.18; MWFRS (directional) -and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS-for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Referlo girder(s) for truss to truss connections. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4, 3 except (jt=lb) 2=376. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 20,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pek• 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 IY1iT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Cdteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const_2825366_4836 WATERSONG T25092801 2825366_4836_WATERSO- HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Aug 20 07:10:17 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-12hLfXcLkeRBhbakMjm IROEYajS?sfMZhaL3Qjym19K 3-2-4 4-10-1 9-6-9 9 10 1 3-2-4 1-7-14 443-8 NAILED 5 -SUL26 NAILED 4 NAILED 3x6 II SUR26 NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. An (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 Tr_ 0.42 Vert(LL) -0.32 4-5 >246 240 TCDL 16.0 Lumber DOL 1.25 —BC- 0.99 Vert(CT) -0.29 4-5 >272 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.20 3 n/a file BCDL 10.0 Code FBC20201TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP M 26 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=470(LC 8) Max Uplift 3=614(LC 8). 4=263(1_C 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 Scale = 1:29.1 PLATES GRIP MT20 244/190 Weight: 50 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied. NOTES- (14) 1) Wind: ASCE 7-16; Vult=180mph-(3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has,been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss lor truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=614,4=263,5=1882. 8) Use Simpson Strong -Tie SUL26 (6-1Odxl 112 Girder, 6-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong -Tie SUR26 (6-10dx1 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. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 348 lb down and 416 lb up at 7-0-14, and 348 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. 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:' `,%��.ItjtlltllL��'' ``�,OP'QUIN VFW �`•' G E i ' No' 68182, August 20,2021 06d(1A]1Gr aE a 2andard ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectionand bracing of trusses and truss systems, see ANSWPl1 Quality Criterfe, DSB-B9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Const_2825366_4836 WATERSONG T25092801 2825366_4836_WATERSO— HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Builders=FlrstSource (Tampa, FL), I ampa, FL-330154, 0.4au s mug -ro cuc i rvu r en inousuius, arc. rrr muv a ur. iu. i f c u rays c I D: JlH Sm_VepG 13hfwsRWAELZzvS?N-12hLfXcLkeRBhbakMj m I ROEYajS?sfMZhaL30jym 19K 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(17=63, B=63) 9=588(F=294, 13=294) 10=188(F=94, B=94) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary end permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 Job Truss Truss Type Qty Ply Coastal Const_2825366_4836 WATERSONG T25092802 2825366_4836_WATERSO- MGR Monopitch Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:10:18 2021 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-DEFjttdzVxZ2Jl9wwRHX_bnfl7vjbAPivE5czAym 19J 5-0-0 5-M 2x4 ii 2 4x6 Scale = 1:26.1 4 LUJ2b LUJ2b 3 1.5x6 STP = 4x6 = 5-M 7Y4 II 5-M LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (too) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.15 3-4 >378 240 MT20-244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.13 3-4 >435 180 BOLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00- 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-P Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x6 SP M.26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. REACTIONS. (size) 3=Mechanical, 4=0-8-0 Max Horz 4=469(LC 5) Max Uplift 3=1388(1_13 5), 4=1043(LC 8) Max Grav 3=1190(LC 25), 4=994(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- (10) 1) Wind: ASCE 7-16; Vult=lBOmph (3-seconct-gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' �� pUIN 4) This truss has been designed for a Iiveload of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord -and any other members. " , G E N S,• ✓ 5) Refer to girder(s) for truss to truss connections. �� �% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) . �' NV_ 68::8"2; 3=1388,4=1043. �: 7) 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 1-8-12 from the left end to 3-8-12 to connect truss(es) to front face of bottom -chord. 8) Fill all nail holes where hanger is in contact with lumber. 9 In the LOAD CASES section, loads applied to the face of the truss are noted as front F or back B . ST F .41 . 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any ��0 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD Standard A+ )Live Roof (balanced): Lumber Increase=1.25, Plate lncrease=1.25 1) Dead 'fi` 'ON. � Uniform Loads (plf) 1, till Vert:1-2=72, 3-4=20 Joaquin Velez PEW. Concentrated Loads (lb) MiTek USA,;IrIg,,FI'Ceri,6634 Vert: 5-861(F) 6=861(F) :'6904 Parke East13(Jd:.Tampa: FL 33610, Date_ August 20,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUlP/f Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Salary Information available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Const 2825366_4836 WATERSONG T25092803 2825366_4836_WATERSO- VT Valley 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, v g 0 3x4 i 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 07:10:19 2021 Page 1 ID:JtH Sm_VepGl3hfwsRWAELZzvS?N-hQp54CdbGFhvxvj6UBomWpJzyWNhKeEsBugAVcym191 3-0-0 3-M 2x4 11 2 2x4 II Scale = 1:11.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 _244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 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), 3 413(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- (7) 1) Wind: ASCE 7-16; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed.; -and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer /.Project engineer responsible for verifying applied roof live load shown'covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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) 1 except Qt=lb) 3=113. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 �CL�11t1hfl!' No 681,82 August 20,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14-1 3/4' Center plate op joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MITek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-insixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTel� Engineering Reference Sheet: Mll-7473 rev. 5/1912020 A General safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPl 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPl 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.