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HomeMy WebLinkAboutTruss i ARROW ON THE TRUSS REPRESENTS ITS LEFT ND - �- �, ° ��1=CEIVEDBuilders DEC 0 8 2020 FirstSource SF. Lucie County, Permitting ---. Builders FirstSource 1602 INDUSTRIAL PARK DR - PLANT CITY FL Phone: (813)759-5922,. . Fax: (813)752-1532.. http://www.bldr.com _. . General Notes:. 75-08-00 Per ANSI/TPI 1-2007 all ".Truss to Wall" ' —' connections are the responsibility of the Building Designer; not the Truss Manufacturer. 9-00-00 60-08-00 6-00-00 - Dimensions arefeet-Inches-Sixteenths. — —— -- - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) co ur) co ^ rn co r - ch Q Q Q - Trusses are not designed to support brick U.N.O. Lr) rn 1� u) ch - Do not cut or modify trusses without first r _ . '� contacting Builders FirstSource.. a a ¢ a - Q Q Q ¢ a a s Q ¢ a -a ¢ ¢ Q Q a a a s Q a Q _' a m COm co co 00 ca U 0 U -. - Immediately contact Builders FirstSource if trusses are damaged. CJ1 CA Connection Notes: All hangers are to be Simpson or equivalent CJ3 — U.N.O. } CJ3 -- Use Manufacturer's specifications for all hanger a connections U.N.O. CJ5 L n_ Use 10d x 1 1/2" Nails In hanger connections to CJ5 single ply roof girder trusses. O e Floor Truss Notes: EJ7 O - Shift truss as required to avoid plumbing traps. EJ7 - Installation Contractor and/or Field Supervisor Q } Cl o 0 0 0 0 0 0 0 0 are to verify all dimensions, trap locatiOng, and 5-00-00 options prior to installation o EJ7 F o 0 0 0 0 0 0 0 o EJ7 Dimension Notes: M d N N N N. N CV N N CV Drawing not to scale. Do not scale dimensions EJ7- "a EJ7 � w t x M EJ7 C.:) - -- - - _ EJ7 .. { Roof- 0 EJ7 x TCLL: 20 PSF � � ' �I EJ7 TCDL: 16 PSF d Cb EJ7 CDL-- PSF ✓ 'u cliµ ` \x,u . " .r aryk, ./t �:. ..'st.%1 . Y... \ A- :M'R'r' . .,..: '> e..k. ...} c.. 'F' ,a M•. a rc 'br.Zl i _ t � I >>> = � � � - � _ Floor: EJ7 ti .: CJ5 TCLL: N/A EJ7 - TCDL: N/A O �.,,�.,...,., O O O O O O O O O. O O O `O " O h 0 O O O O < FO O I O le 0 0 VT CJ3 �CDL: I�I� 0 5-00-00 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 �, o 0 0 0 -� — o EJ7 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ O o o O o o „„�:" _ EJ j CJ1 N CV N N N N N -N N N N N N N N N N N N .;'N N N E"°pia' Wind: EJ7 EJ7 A V� Velocity: 180 MPH CJ5 0 CJ5 CJ5A0 U U o ti Exp. Cat.: D ®ccup. Cat.: [I 00 CJ3 , CJ3 CJ3A Roof pitch: 7/12 CA CA Cantilever: 2411 ur) co co P U U U COASTAL 63 08-00 5-00-00 0 6-00-00 CONSTRUCTION AND - — - o Hatch Legend l AW 2559822 AT SOB.O.L.: EVEN WIT1- . OF TRUSSES. EI@V�tlOn: N/A. x CONV. FRAMING BY BLDR. Options: N/A. 1st. LEVEL PT. HT'. -besigned by:CM 3rd. LEVEL PT. HT. Layout: -. _. Date: 05/08/20 Revision History: Revl: Rev2; Comments:.... - �.. . SCALE: N.T:S. SHEET. NOT FOR SCALE I of I �� s /� Lumber design values are in accordance with ANSI/TPI 1 section 6.3 REC'Ea ED 'these truss designs rely on lumber values established by others. ��EC 0 8 2020 IK�,��cje County, Permitting , MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info- COASTAL CONSTRUCTION AND DESIGN Project Name: - ModelTM31Z23 � � OKG Lot/Block: Subdivision: _ Address: 5000 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 180 mph RoofLnad 46.0 psf Floor Load: N/A psf This package includes 28 individual, Truss Design Drawings and 0 Additional Drawings. , With my-seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and-this-index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No-. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22025871 A 12/1/20 23 T22025893 EH 12/1/20 2 T22025872 Al 12/1/20 24 T22025894 ERA 12/1/20 3 T22025873 AH7 12/1/20 25 T22025895 HJ 12!1/20- 4 T22025874 AH7A 12/1/20 26 T22025896 HJ7 12/1/20 5 T22025875 AH9 12/1/20 27 T22025897 MGR 12/1/20 6 T22025876 AH9A 12/1/20 28 T22025898 VT 12/1/20 7 T22025877 AH11 12/1/20- 8 T22025878 AH11A 12/1/20 9 T22025879 AH13 12/1/20 10 T22025880 AH15 12/1/20 11 T22025881 AH15A 12/1/20 12 T22025882 B 12/1/20 13 T22025883 B1 12/1/20 14 T22025884 BH7 12/1/20 15 T22025885 BH9 12/1/20 16 T22025886 BH11 12/1/20 17- T22025887 CA 12/1/20 18 T22025888 CJ3 12/1/20 19 T22025889=CJ3A 12/1/20 20 T22025890 CJ5 12/1/20 21 T22O25891 CJ5A 12/1/20 —22 T22025892-EJ 12/1/20 ��rrurr�� The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. �t���!ER P �41 under my direct supervision based on the parameters ���� A� •••..F/J(,!i� -provided by Builders FirstSource(Fort Pierce). . 10 � �',�G E'N SF•: �� Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28,2021. 1-:? *` IMPORTANT NOTE:The seal on these truss component designs is a certification STATE' OF �► that the engineer named is licensed in the jurisdiction(s)identified and that the ..<(/ designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the � t��NJd► `�A 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, ftal,,the building designer should verify applicability of design parameters and properly �nacC: e 634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date_. v December ,2020 Finn,Walter 1 of 1 Job Truss Truss Type �Qty Ply Coastal Construction_2559822 WATERSONG T22025871 2332188_WATERSONG A Roof Special 6 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 M7i ek Industries,Inc. Mon Nov 30 13:11:47 2020 Page 1 _ 0 ID:Jt-H8-S0 m_VepG13h5-fw10s-0R WAELZzS-?N-KOiBO Er-gn g CXO8n5TZZ-Ca009 bOOs9pw2WP?8XU ukyE_KA 11.2.0 1'. ,117-8-0 0 0 100 220 32�2-4- 41 5x6 = Scale=1:70.6 7.00 12 6 2x4 II 7 6xB i 5 5x6 i 21 72 7x10 8 4 5x12 i 20 23 3x6 4 3 2x4 II 2 9 1 10 0 0 1 o d 15 6x12 = Id 3x4 = 19 1817 4x6 = 12 11 3x4 = 3x8 = 13- 1.5x8 STP= 5x12 1 7x1 STP= = 7x10 = 3xB 115x8 = 32-0-0 i 2-0-0 2+>-0 4-0-0 4$p 11-2-0_ I -17=o-0 1&40� 29-M 30i0r0 r 2 2-0-0 6E-0 6b-0 11-8-0 W. Plate offsets(X Y)— [8:0-5-0,0-4-8) [11:a38 0-4-121 [12:0-5-8 0-2-81,[14:0-3-11,0-3-01,[16:0-3-4 0-0-12) [19:0-4-12.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (lot,) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25- TC —0:56— Vert(LL) -0.20 13 >999 240 MT--20 244/190 TCDL 16.0 Lumber DOL 1.25- BC 0.-68 Vert(CT) -0.22 14-15 >999 180 MT20HS— 187/143_ BCLL 0.0 —Rep Stress Incr YES -WB 0.67 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-Sit Weight:256 lb FT=20% LUMBER- --BRACING- TOP CHORD 2x6 SP-ND.2 TOP CHORD Structural-wood sheathing directly applied or 3-10-4 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly-applied or 6-0-0-oc bracing. Except: WEBS 2x4 SP-No.3 5-7-0 oabracing:16-18 10-0.0 oc-bracing:12-14 WEBS 1 Row at midpt 5-14,6-14,8-11 REACTIONS. (size) 19=0-8-0,11=0-8-0 Max Horz 19=648(LC 10) Max-Uplift 19=1764(LG 12).11=1593(LC 12) Max G-av-19=1487(LC 1),11=1479(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.—All forces 250(lb)or less-except when shown. TOP CHORD 1-2=-307/130,2-3=1719/1057,3-5=2782/1818,5-6=-2044/1474;6-7=264311951, 7-8=-2373/1651,8-9=562/394,9-10=31210 _ BOTCHORD 1-1 9=-1 25/329,18-19=595/636,16-.18=-973/753c3-16=943/788,15-16=1299/2231, 14-1 5=1 039/1908,12-14=367/545,7-14=-570/552,11_1 Z=-1063/1753 WEBS 2-19=236"0/1613T2=;8=-1181/1739,3-15=581/486,5-15=-66/358,5-14=1272/917, 6-14=-1433/1972,8-12=-568/569,8-11=-2103/1477,9-11=-934/889 NOTES- (7) 1)Unbalartced-rooYiive loads have been considered for this design. 2)Wind:ASCE 7-10;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(2)0-0-0 to 6-0-0,I.nte.^:cr1v=;-6-0-0:c?6-0-0,Extehor(2)16-0-0 to 22-0-0,Interior(1)22-0-0 to 32-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ,� �G ESN S forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip COL=11.60 �� •� t' •�'. 3)All plates are MT20 plates unless otherwise indicated. NO ;22839 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) w 19=1764,11=1593. i 'Ij' ✓ 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any 01•• <C/ particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �i�'� ©�•�� ��� y��rSIift- ON Nlalte�P.Rnn PE No:22839 MTek USA Inc.F['Cert,6634 . 6904 Parke.East BW.Tarripa FL 33616;> Tate: December 1,2020 A WARNING-Vedfy 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 �Y a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /q i building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke 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 ANSUTPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 2D601 Tampa,FL 36610 Job Truss Truss Type City Ply Coastal Construction_2559822 WATERSONG T22025872 2332188_WATERSONG Al ROOF TRUSS 12 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 3013:11:50 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-lbOK1 GtY4ba5FbWg8h6vCoDoz3Bp7Nrrt16l8V3yE_K7 2-4-2 11-10-4 16-M 20-1-12 29-6.0 32-ao 2-4-0 9-5-4 4-1-12 4-1-12 9-6-4 2-4-0 5x6 = Scale=1:64.9 5 7.00 12 6x8 i 17 18 6xB 4 6 16 19 15 4x10 MT20HS i 2x4 4x10 MT20HS I I 3 7 (ix8 6xB 8 2 _ 9 01 0 Ib 3 3x6 — 14 13 12 11 10 3x6 1.Sx8:STP= 4x6 = 4x5 = 4x6 = 1.5x8 STP= 3x8 II 3x8 II —2-0-0 2 11-104 20-1-12 29-8-0 3 32-0-0 2'9 b 94 B3-8 9-6A 2110 Plate Offsets(X Y)- [2:0-4-0 0-4-0] [4.0-4-0 0-3-8] [6.0-4-0 0-3-8] [81 0 0-4-0] [10.0-4-12 0-1-8] [14:0-4-12 0-1-8] LOADING (psf) SPACING- 2-0=O CSI. DEFL. in -(loc) -i/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.55 13-14 >594 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC —0:85 Vert(CT) -0.60 13-14 >548 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight:228 lb FT=20% LUMBER- BRACING. TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):15 REACTIONS. (size) 14=0-B-0,10=0-8-0 Max Horz 14=648(LC 11) Max Uplift 14=1653(LC 12),10=1479(LC-12) Max Grav 14=1601(LC 17),10=1601(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1 2=-684:310,2-4=2604;1414,4-5=6431318,5-6=-6 43131 8,6-8=2604t-1415, 8-9=7-08/323 BOTCHORD i-14-365/698-13=i4-872/1346,11-13=716/1758,10-11=-424/722,9-10=424/722 WEBS 2-14=2406/1708,2-13=-469/-1690,4-13=18/306,4-15-2172/1508,6-15=2172/1508, -5J15-241/346,6-11=-16/305,-8-11-459/1710,8-10-2406/1702 NOTES- (9) 1)Unbalanced roof live loads have-been considered for this design. -2)-Wind:ASCE 7-10T Vult=180mph(3-seco cEgust)_/asd=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(2)Cr0-u-tore-0-0,Interior(1)6-0-0 to 16-0-0,Extedor(2)716=0-0 to �`��1«� � 22-0-0,Intedor(1)22-0-0-to32-aO zone cantilever-lef-and-right exposed;end ver icai-teft-and-right-exposed;C-C for members and �� ER P rj forces-R[!VVFRSdor4eactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)150A1b AC unit load placed on the top chord,16-0-0 from left end,supported at two points,5-0-0 apart. ,ice •. �G•E N S'••. Y W. 4)All plates are MT20 plates unless otherwise indicated. �'► " �' 40 . 5)This truss has been designed for a 10.0 psf bottom chord live load n oncon current with any other live loads. No: 22839` 6)'This truss has been designed for a live load of 20,0psf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • r 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]oint(s)except(V-lb) 14=1653,10=1479. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building i a designer must review loads to verify that they are correct for the intended use of this truss. .0 •'+ �' 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any 40i�'� 0 � • ` �~ j particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." � _s ' •.. .,! � � -- LOADCASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ♦f1! �t Uniform Loads(calf) Wafter P Rnrl PENo 22639 Vert:1-5=72,5-9=72,1-13=20,11-13=30,9-11=-20 MTekUSA Inc:A Cert6639 6904,Parke East Blvd Tatripa FL 33610.: �Oate: Continued on page 2 December 1,2020 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 building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is ahvays 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 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldod,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Construction 2559822 WATERSONG T22025872 2332188_WATERSONG Al ROOF TRUSS 12 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945. 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 30 13:11:50 2020 Page 2 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-IbOK1 GtY4ba5FbWg8h6vCoDoz38p7Nnh618V3yE_IC7 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:17=75 18=75 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=62,5-9=62,1-13=20,11-13=-60,9-11=-20 Concentrated Loads(lb) Vert:17=-75 18=75 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=32,5-9=32,1-13=40,11-13=-50,9-11=40 Concentrated Loads(lb) Vert:17=75 18=75 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=111,3-5=91,5-19=111,9-19=91,1-14=117,13-14=6,11-13=16,10-11=6,9-10=117 Horz:1-3=119,3-5=99,5-19=119,9-19=99 Concentrated Loads(lb) Vert:17=75 18=75 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=91,5-16=111,5-7=91,7-9=111,1-14=117,13-14=6,11-13=16,10-11=-6,9-10=117 Horz:1-16=99,5-16=119,5-7=99,7-9=119 Concentrated Loads(lb) Vert:17=-75 18=75 6)Dead+0.6 C-C Wind(Neg.Internal)Case-1t Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=131,5-9=131,1-14=0,13-14=-20,11 13=30-10-11=20,3=T0E0- Horz:1-5=99,5-9=99 Concentrated Loads(lb) Vert:17=75 18=75 7)Dead+0.6 C-C Wind(Neg.internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=131,5-9=131,1-14=0,13-14=-20,11-13=30,10-11=20,9-10=0 Horz:1-5=99,5-9=99 Concentrated Loads(lb) Vert:17=-75 18=75 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1:60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=28,5-9=61,1-14=63,13-14=-6,11-1.3=-16,9-11=6 Horz:1-5=37,5-9=70 Concentrated Loads(lb) Vert:17=75 1 B=75 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-5=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=11-.0;Plate-increase=1.60 Uniform Loads(plf) Vert:1-5=1,5-9=68,1-13=20,11-13=-30,10-11=40;9 0=49- Horz:1-5=33,5-9=36 Concentrated-Loads(lb) Vert:17=75 18=75 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=106,5-9=106,1-14=63,13-14=-6,11-13=16,9-11=6 Horz:1-5=115,5-9=115 Concentrated Loads(lb) Vert:17=75 18=75 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=62,5-9=62,1-13=6,11-13=-16,10-11=-6,9-10=63 Horz:1-5=71,5-9=71 Concentrated Loads(lb) Vert:17=75 18=75 14) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 3 ®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 at ss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing hAiTek' 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?PIi quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Sulte 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type City Ply Coastal Construction_2559822 WATERSONG T22025672 2332188_WATERSONG Al ROOF TRUSS 12 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 3013:11:50 2020 Page 3 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-lbOK1 GtY4ba5FbWg8h6vCoDoz38p7Nnh61BV3yE_K7 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,T0-11=20,9-10=49 Horz:1-5=3,5-9=3 Concentrated Loads(lb) Vert:17=75 18=75 16)Dead+Uninhabitable Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=32,5-9=32,1-13=20,11-13=-70,9-11=20 Concentrated Loads(lb) Vert:17=75 18=75 17)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate-Increase=1.60 Uniform Loads(pif) Vert-1-5=89,5-9=37,1-14=32,13-14=-20,11-13=60,9-11=20 Horz:1-5=27,5-9=25 Concentrated Loads(lb) Vert:17=75 18=75 18)Dead+0.75 Roof Live(be!.)+-0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumbar-Increase=1.60,Plate Increase=1.60 Uniform Loads(plf). Vert:1-5=37,5-9=89-1-13=20,11-13=-60,10-1't=20,9-10=32 Horz:1-5=25,5-9=27 -Concentrated Loads(lb) -Jett:17=75 18=75 19) Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=64,5-9=64,1-14=32,13-14=-20,11-13=60,9-11=-20 Horz:-1-5=2,5-9=2 Concentrated Loads-(Ilb) 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(prf) Vert:1-5=64,5-9=64,1-13=20,11-13=-60,10-1 t=20,9-10=32 Horz:1-5=2,5-9=2 Concentrated Loads(lb) Vert:17=75 18=75 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=72,5-9=32,1-13=20,11-13=-30,9-11=-20 Concentrated Loads(lb) Vart: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 Rooflive(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=62,5-9=32,1-13=20,11-13=-60,9-11=-20 Concentrated Loads(lb) Vert:1-7�--75-18=75- -24)-4th-^ead+0.75-Roof-L-ive{unbalanced)+0.75 Uninhab.Attic-Storage:Lumber Increase=125iPlafelnaease=1.25 Uniform Loads(plf) Vert:1-5=32,5 9=oz;1=i3=20,-11-13=-60,9-11=20 Concentrated Loads(lb) Vert:17=75 18=75 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1912020 BEFORE USE. • Design valid for use onlywith MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chard members only.Additional temporary and permanent bracing �i1'e�' 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 ANSUTPII 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 CityPly Coastal Construction 2559822 WATERSONG T22025873 2332188_WATERSONG AH7 Hip Girder 1 Job Reference(optional Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 30 13:11:59 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-_JRkwL CyMjgq_iPA4mO3h5LshMokWvAm?R6J2yE_K_ _ 2-4-0 7-0-0 16-0-0 25-0-0 29-8-0 32-0-0 4-8-0 ' 9-M 9-0-0 Scale=1:54.5 Special Special 3x6 11 5x8 = Special Special Special Special Special 5x6 = Special Special Special 5x8 = 7.00 12 3 16 17 18 19 20 4 5 21 22 23 24 6 3x6 i 3x6 � o 2 7 1 8 q o 91 I 3x4 = 15 14 25 13 26 27 28 12• 29 30 31 11 32 10 9' 3x4 = 1.5x8 STP= 4x6 = -4x6 = NAILED 1.5x8 STP= NAILED NAILED 4x6 = 4x6 = 1.5x8 STP= 3x6-II THJA26 NAILED NAILED 6x8 = NAILED THJA26 3x6 II NAILED NAILED 2-0-0 2 7-0 0 16-0-0 1 O 2&0-0 29-8-0 3 32-M 2-0-0-0 4-8-0 9-M 0--0 8-10-0 Plate Offsets(X Y)- [I:D-2-8 0-1-2] [3.0-5-4 0-2-12] [4:0-4-8 0-1-8] [6:0-5-4 0-2-12] [9:0-4-4 0-1-8] [12:0-4-0 0-4-81 [15:0-4-4 D-1-8] LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud -PLA^TES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91— Vert(LL) 0.04 12-14 >999 240 MT20 244/190 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 0.45 Horz(CT) -0.02 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight:434 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0,12=0-B-0,9=0-8-0 Max Horz 15=287(L-C 6) Max Uplift 15=2223(LC 8),12=-4300(LC 8),9=2047(LC 8) Max Grav 15=1274(LC 39).12=2638(LC 36).9=1272(LC-38) FORCES- -(Ib)—Max.Comp./Max.Ten.-All forces 250.(Ib)or less except when shown. TOP CHORD 2-3=-1438/1981,3-4=242/475,4-6=242/475,6-7=1455/2011 BOT CHORD 14-15=3731293,12-14=161311414,10-12=-1528/1250 WEBS 2-15=1319/1839,2-14=1668/1348,3-14=-363/228,3-12=-1187/1553,4-12=1643/2680, 6-1 2=1 1 5411 58 3,6-10=362/224,7-30=1659/1337,7-9=1325/1753 NOTES- (14) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 cc. Bottom chords connected as follows:2x6-2 rows staggered at G-9-0 cc. -Webs connected as follows:2x4-1 row at G-9-0 cc. ���<<� JJJJj#i 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 �` ER r F JIB 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. �� �:• VG:E•N 4)Wind:ASCE 7-10;VuK=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. �� '� �' F•�' �� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left ; No 228'3;9 and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 • 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.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. i 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=2223,12=4300,9=2047. 9)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Left Hand Hip)or equivalent at 7-0-6 from the left end to connect truss(es)to ,���5 ' +0 R ".`r ,, front face Simpson Strong THJA26(THJA26 on 2 ply,Right Hand Hip)or equivalent at 24-11-10 from the left end to connect J4ilON�`� 10) Use a truss(es)to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. Wmtef P.Rnn P.E N'a.22839 12)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. MiTek tjSA 1nC.FL Cert 6634 6904 Parke.EastBlvd.%ar'WL-33610 Qatc. Continued on page 2 December 1,2020 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.511 912 02 0 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 �M1 a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall i 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 fabdcation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPli 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 Construction_2559622 WATERSONG T22025873 2332188_WATERSONG AH7 Hip Girder 1 Job Reference(optional) • Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 30 13:11:59 2020 Page 2 ID:JtHSm_VepGl3hfwsRWAELZzvS?N_JRkwL_CyMjgq_iPA4m03h5LshMokWvAm?R6J2yE_K NOTES- (14) 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)870 lb down and 1116 lb up at 7-0-0,330 lb down and 425 Ito up at 9-0-12,330 Ito down and 425 lb up at 11-0-12,330 Ito 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 Ito 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 Ito up at 22-11-4,and 870 lb down and 1116 lb up at 25-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=72,3-6=72,6-8=72,1-8=20 Concentrated Loads(lb) Vert:3=224(F)5=111(F)6=224(F)14=150(F)10=150(F)16=111(F)17=111(F)18=111(F)20=111(F)22=111(F)23=111(F)24=111(F) ®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 �4 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 andfor chord members only.Additional temporary and permanent bracing iv�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 ANSUTP/f Quality Criteria,DSB49 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 Construction_2559822 WATERSONG T22025874 23321B8_WATERSONG AH7A Roof Special Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 3013:12:03 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-s5gEli1 iOaDFJb?APwryEXG5tJYcglvlhdPKRpyE_Jw i 2-4-0 12-0-0 17-0.0 25-0-0 29-8-0 32-0-0 9-8-0 5-0.0 8-0.0 4-8-0 2-4-0 Scale=1:57.8 5x6 = 3 7.00 12 6xB = 6x8 = 4 Special Special 14 3x6 i "4x6�267 63x4 = 12 11 10 15 16 9 8 3x4 = 1.5x8 STP= 5x8 -_ 4x6 - LUS26 5x8 -_ 1.5x8 STP= 3x6 II NAILED THJA26 3x8 I 2-0.0 2 12-0-0 25-0-0 29-8-0 3_-0 32-T1-0- _ =0.0 0.4- 9-8-0 13.0-0 4-8-0 0-4b 2-40 Plate Offsets(x Y)- [1:0-2-8 0-1-21 [8:0-4-12 0-1-81 [12:0-4-8,0-1-81 LOADING (psf) SPACING- 2=0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.52 9-11 >634 240- MT20 2441190 TCDL 16.0 _Lumber DOL 1.25 BC 0.99 Vert(CT) 0.45 9-11 >732 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) -0.03 8 n/a n1a SCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight:442 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc-puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid-ceiling-directly applied or 5-7-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0,B=D-B-0 Max Horz 12=487(LC 7) Max Uplift 12=2322(1_13 8),8=3423(LC 8) Max Grav 12=1787(LC 36),8=2804(LC 38) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less-except whenshown. TOP CHORD 1-2=485/331,2-3=2156/2510,3-4=2120/2619,4-5=3131/3957,5-6=-3636/4387, 6-7=366/369 BOT CHORD 1-12=-469/535,11-12=-575/980,9-11=3841/3411,8-9=229/299,7-8=229/299 WEBS 2-12=1889/2541,2-11=-1367/169473-11=1819/1577,4-11=-2191/2878,4-9=-1472/1806, 5-9=-578/801,6-9=3837/3414,6-8=3228/3907 NOTES- (14) 1)2-ply truss to,beLonDeded-together-with 10d(0.131'W")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 cc. Bottom chords connected as-follows 2x6-2 rows staggered at 0-9-0 cc. Webs connectedas-foiiows-2x4=t7ow 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 toj�. ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,� _ �G.E•N S ��, 3)Unbalanced roof live loads have been considered for this design. �' F•+' �� 4 Wind:ASCE 7-10;Vult=180m h 3-second gust)Vasd=139m h;TCDL=4.2 sf;BCDL=3.0 sf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. �'� P ( P P P •.. NO" 2'283:9 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber . DOL=1.60 plate grip DOL=1.60 5)-Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) 12=2322,8=3423. 9)Use Simpson Strong-Tie LUS26(4-SD9112 Girder,4-SD9212 Truss,Single Ply Girder)or equivalent at 22-0-12 from the left end to ®% connect truss(es)to back face of bottom chord. �l jl��N I i i,�%O 10) Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Left Hand Hip)or equivalent at 24-11-10 from the left end to conned truss(es) to back face of bottom chord. Walter P;Finn PENo22839 11)Fill all nail holes where hanger is in contact with lumber. M[Tek USA Inc R:cert6634 . 12)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 6904 Nrke Fast Blvd Tampa FL33616: 3Date: Continued on page 2 December 1,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.511 912 02 0 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 �s a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall MOW building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V'�'rek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2559B22 WATERSONG T22025874 2332188_WATERSONG AH7A Roof Special Girder 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 30 13:12:03 2020 Page 2 ID:JtHSm VepGl3hfwsRVlIAEL7zvS?N-s5gEli1iOaDFJb?APwryEXG5tJYcglvlhdPKRpyE_Jw NOTES- (14) 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)309 lb down and 398 lb up at 22-11-4,and 870 lb down and 1116 lb up at 25-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S)- Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=72,3-4=72,4-5=72,5-7=72,1-7=20 Concentrated Loads(lb) Vert:5=224(B)9=150(B)14=93(B)15=898(B)16=35(13) I� ®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 propedy Incorporate this design into the overall /g building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTek' 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 ANSYMIf Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job FIHI ss Truss Type Qty Pl� 7coastal Construction_2559822 WATERSONG T22025875 2332188_WATERSONG Hip 1 b Reference(optional) ' Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 30 13:12:07 2020 Page 1 ID:JtH S m_Vep G 13hfws RWAELZzvS?N-Isw Ib44D4pjhoC JxemwuON Qo?w3Q c92LcFNXaayE_J s 2-0-0 9-0-0 16-0-0 23-0-0 29-8-0 32-0-0 2-4-0 6-8-0 7-0-0 7-M 6-8-0 2 4-0 Scale=1:53.7 5xB = 3x6 15xB = 3 17 4 18 5 7.00 12 16 19 0 6x8 G 6x8 Z d, 2 6 J 15 20 1 7 3x4 = 14 13 12 11' 10 9 'B'- 3x4 = 1.5x8 STP= 4x6 1.5x8 STP= 4x6 = 1.5xB STP= 3x6 II 4x6 = 7x10 = 4x6 = -Sx6 II ._i 2-0-0 2-i4-p 9-0-0 16-0-0 16-a-0 23-0-0 29-M 30rOr032-M 2" 0-0 6-8-0 -7-0-0 0--0 6-10-0 6-8-0 0 2-0 Plate Offsets(X,Y)- I1:0-2-8.0-1-21,f3:0-5-4,0-2-121,r5:0-5-4-0-2-121,fB:0-4-8,0-1-81,fll:0-5-0,0-4-121,fl4:0-4-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. -in (loc) I/defl Lid PLATES GRIP TOLL 20:0 Plate Grip DOL 1.25-- TO 0.52 Vert(LL) 0.06 13-14 >999 240 MT20 244/190 TCDL -16-0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 13-14 >999 180 —BOLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC2017rrPi2014 Matrix-SH Weight:226 lb FT=20% -LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT-CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-11,5-11 REACTIONS. (size) 14=0-8-0,11=0-8-0,8=0-8-0 Max Horz 14=368(LC 10) Max Uplift 14=1500(LC 12),11 2415(LC 12),8=1326(1_C 12) Max Grav 14=808(LC 21),11=1334(LC 1),8=808(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=61 1'/1196 _4=203/252,4-5=203/252,5-6=611/1193 BOT CHORD 13i4=-489/388,11-13=-627/350,9-11=-625/350 -WEBS 2=1 i0811314,2-13=-490/284,3-13=706/218,3-11=562/1262,4-11=580/895, 5-11=-56211260,5-9=-705/218,6-9=489/284,6-8=1108/1312 NOTES V) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=180mph-(3-second gust)Vasd=139mph;7CDL-42psf;BCDL=3.0psf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. -II;Exp D;-Encl.,GCpi=0.18;_MWF_RS.directional)and C-C Exterior(2)0-0-0 to 6-0-0,Interior(1)6-0-0 to 9-0-0,Exterior(2)9-0-0 to 17-5-13,Interior(1)17-5-13 to 23-0-0,Exterior(2)23-0-0-to5i-5-i3-Interior(1)31-5=13-to-32-0-0 zone;cantilever left and right `,� t►l t 11/jy� exposed;end vertical left-and-right exposed;porch left and right exposed-,C-Cfor-members-and forces&MWFRS for reactions `��l shoran,L,:mbcr-DOL=1.60 plate grip DOL=1.60 `� QL ��A•�j 3)Provide adequate drainage to prevent water ponding. `�� �- G E:N S • 2 ��j_ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V F•�• �. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �< will fd between the bottom chord and any other members. - � N o 22:8'3;9' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) *✓' *` 14=1500,11=2415,8=1326. =!r 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. •jC/:�: A. >t n Watter.I?=8nn"P.E.No.22839 MiTek(kii inC FL Cert:6634 . 69l)4 Parkeias Blvd.,Taiopa FL3361Q Date:: December 1,2020 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/1912020 BEFORE USE. Design valid for use onty with Mi7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �6 a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 ]Job Truss Truss Type Qty Ply Coastal Construction_2559B22 WATERSONG T22025876 2332188_WATERSONG AH9A Roof Special 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 30 13:12:09 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-hF2VOm6TcQzP1 WrKIByMToW5WjiQ4wNe3Zsef ryE_Jq i 2-4-1 12-0-0 15-0-0 23-0-0 29-8-0 32-0.0 9$0 i 3-0-0 8-0.0 6-8-0 12 7" Scale=1:57.8 5x8 = 3 6x8 = 6x8 = 7.00 12 4 1415 13 15 0 6x8 i 6x8 17 d, 2 6 u5 1 7 ITT 0 0 I 3x6 — 12 11 18 10 19 9 8' 3x4 = 1.5x8 STP= 5x8 = 4x6 — 5x8 = 1.5x8 STP= 3x8 11 3xB 11 2-0.0 2 12.0-0 23-0-0 39=8=0- -0 3z•ao 2-0.0 0-4• 9.8.0 11-0-0 6-8-Q Plate Offsets(X,Y)- [1:0-7-8,0-1-2],[2:0-4-0,0-4-0] [8:0-4-12 0-1-8] [12:0-4-12 0-1-8] LOADING (psi) -SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES "GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.11- -9-11 >999 240 MT20 244/180 TCDL 16.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.20 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) -0.02 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight:226 lb FT=20% LUMBER= BRACING- TOP CHORD 2x6 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 4-7-7-oc purlins. 1-3:2x6 SP M 26 13OT-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=1472(LC 1),8=1472(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=59 6 - - - _1/2 2,2-3-2075/1554,3-4-2125/1715,45-1873/1600,5-6 2016/1621 BOT CHORD 1-12=-432/716,11-12=531/920,9-11=1411/1859 WEBS 2-12=2131/1845,2-11=-462/1004,3-11=-955/1186,4-11=-I20511236,4-9=620/526, 5-9=35/335,6-9=1067/1202,6-8=1997/1781 NOTES- (7) 1)-Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and-C-C Exterior(2y13-0-0 to 6-0-0,Interior(1)6-0-0 to 12-0 ,Exterior(2)12-0-0 toFQD��� 16-0-0-Interior(l)15 0-0 to 23 0 0,Exterior(2)23 0 0 to 29 0 0,Interior(1)29-0-0 to 32-0-0 zone;cantilever left and right exposed; ���t� ER: p ,�j� 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 �~�;�. . �1. ✓! 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r(p 2283.9' 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide �. will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at=lb) 12=1769,8=1595. :'a _1 ZZZ 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any - • S L(/ particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Q • 71/. ... ....::. . Walter P Rnn PE No:22839 di MN LiSk]nc.F rt W4 6,9 Paik6;Easti Bhrd Taiopa FL;336iQ Date:: December 1,2020 A WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.6/19ft020 BEFORE USE. • Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall p/9 building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V1iTpik• is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSIMP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Sufte 203 Waldorf,MD 20501 Tampa,FL 36610 Job Truss Truss Type Oty Ply Coastal Construction_2559822 WATERSONG T22025877 2332188-WATERSONG AH11 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 30 13:11:51 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-DnyiEcuArviytl5siPd81?mznTdGsgi_wmVhl WyE_K6 ' 2RZ240 110-0 21-M 29-8-0 32-0-0 8_8-0 ' 10-0-0 8-8-0 o Scale=1:53.7 6xB = 5x8 = 3 14 15 16 17 4 7.00 12 13 18 0 6x8 i 6x8 u5 2 5 1 6 Ic' 3x6 — 3x6 I I 6x8 = B 7' 3x6 12 11 19 10 9 5x8 = 1.5x8 STP= 4x6 = 3xB II i 2-0-0 1"_0 i 16-6-0 21-0-0 29-8-0 30rOr0 32-0-0J 2-0'—0�l -M-0- 5-6-0 4-6-0 B-B-0 0 2-0-0 Plate Offsets(X Y)- [1:0-7-8,0-1-2] [2:0-4-0,0-3-121,[3:0-5-4 0.3-121,[4:D-44 0-3-41.[5:0-4-0,0-3-12] [7:G-4-12,0-1-81,[11:0-3-8,0-3-121,[12:0-4-8,0-1-81 LCIADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udef! Ud PLA`rES -GRIP- i CLL 20.0 Plate Grip-DOIC 1.25 TC 0.92 Vert(LL) 0.04- 7-8- >999 240 MT20 244/190 TCDL 16:0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.08 7-8 >999 1BO BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH 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. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11,3-8 REACTIONS. All bearings 14-6-0 except T=length)7=0-8-0,9=0-3-B. (lb)- Max Harz 12=-44B(LC 10) Max Uplift All uplift-100 lb or less atjoint(s),9_eccept 12=1.095(LC 12),11=981(LC-12)-7=1269(LC 12) Max Grav All reactions 2501b or less-at-joint(s)_9 except 12=740(LC 1),11=1074(LC 17).7=1098(LC 1) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP-CHORD 1-2=355/118,-2-3=657/557,3-4=1257/1199,4-5=1278/109875=6 '14/252 BOT CHORD 1-12=160/453,11-12=-426.7AB-9-11=144i367,B-9-14436T,7-B=332/504, -6--7=332/504 WEBS _2-12=12201-1204,2-11=-375/294,3-11=-938/1097,3-8=647/695,4-8=297/490, 5-8=-4-13/526,5-7=-1588/1535 NOTES- (7) 1)Unbalanced-roof live_loadshave-been considered for this design. 2)Wind:ASCE 7-10�-Vu!t=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=_3 Dpsfrh_35ft;B=45ft;L=60ft;eave=7ft;Cat. 19-5-13,InterilorO plc 0.18;`MWFR O(directional)and C-C 0 0 t 29-8-O Exterior(2) rior(1)29-8 0-ta32-D-01zona cantilever left a d right exposed- end vertical left and right exposed;C-C for for reactions shown;Lumber-DOL=1.E0 plate grip DOL=1.60 ,. �1 �G EN S �L '�♦.. 3)Provide adequate drainage to prevent water ponding. �� '� F••' �♦ 4 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide y N O 22.839' will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 6)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. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any ,33 0 F. UJ particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O 4o ' GNA1 E��>• Wahr P:Rnn PE No.22839 M]TekUSl1 lnc:FC.Cert6634 16904;-Parks:EastBlvd:Tmpa FL 33610 Date: December 1,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1912020 BEFORE USE. Design valid for use ony 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 /g building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V1iTek• 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 ANSITrPI1 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 FAH11A Truss Type City Ply Coastal Construction2559B22 WATERSONG T22025878 2332186_WATERSONG Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 Is Mar 9 2020 MiTek Industries,Inc. Mon Nov 3013:11:52 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-hzW4RyvpcCgpVvg3F68NHDJ7ZtwRbKW890EFZyyE_K5 2-4-0 it-" 21-0-0 29-M 3211 2 4 0 8-&-0 10-M 8-8-0 2.4-0 Scale=1:53.7 6x8 = 5x8 = 3 13 14 15 16 4 7.00 12 12 17 0 5x8 i 6x8 2 5 6 o Id 3x6--= 11 10 18 9 8 7• 3x6 = 1.5x8STP = 4x6 = 4z8 — 5x8 = 1.5x8 STP= 3x8 II 3x8 II 2-0-0 2 11-0-0 21-M 2948-0 3 .i�-0-0- 2-0-0 0 6=3.0- 10-0-0 6-8-0 O 2-0-0 Plate Offsets(X,Y)- 11:0-7-8,0-1-2'r[2:0-4-0,0-3-12] [3:0-5-4,D-3-12] [4:0-4-4,0-3-4) [5:0-4-0 0-3-12] [7:0-4-12 0-1-8] [11:0-4-12 0-1-8] LOADING(pso SPACING- 2-0-0 CSi. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 -Plate-Grip DOL 1.25 TC 0.98 Vert(LL) 0.09 8-10 >999 240 MT20 24-4/190 TCDL 16.0 Lumber= 1.25 BC 0.39 Vert(CT) -0.14 8-10 >999 180 BCd -UO Rep Stress Ina YES WB 0.56 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Gods FBC20171TPl2014 Matrix-SH Weight:222 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-O.oc-bracing, Except: WEBS 2x4 SP No.3 7-6-4 oc bracing:8-10. REACTIONS. (size) 11=0-8-0,7=0-5-0 WEBS 1 Row at midpt 2-10,3-8,5-8 Max Horz 11=448(LC 11) Max-Uplift 11=-1769(LC 12),7=1595(LC 12) Max Grav 11=1472(LC 1),7--1472(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP-CHORD 1-2=-424/157,2-3=1943/1638,3-4--1837/1677,4-5=-1942/1637,5-6=425/273 BOT CHORD 1-11=242/518,1D-11=-405/786,8-10=965/1453,7-8=353/519,6-7=353/519 WEBS 2-11=2017/1882,2-10=-828/1131,3-10=0/254,3-8=306/307,4-8=161254, 5-8=825/1102,5-7=2016/1881 --NOTES_ (7) 1)Unbalanced roof live loads have been Considered for this design. 2)Wind:ASCE 7-10;Vult=180mph(3-second7gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=71t;Cat. _ll-Fxp nTT_T-,-t ncl Cpi=0.18;MVrrRS(directional)and C-C Exterior(2)O-D-O to 6-0-0,Interior(1)6-0-0 to 1-1-0-0,Exterior(2)11-0-0 to 19-5-13,Interior(1)19-5-131o2i&O-Exterior(2)21-0-0-to 29=8=0,Interior(1)29-"10-32-0-0 zone;cantilever left and right-exposed 0.I,,1j1111J1*j end verticaHeft-and right exposed;C-C for members and-forces-&MWFRS for reactions shown;Lumber DOL=1.60 plate grip .DER P DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,♦♦ V •�G Ec/�S •�,,/1j ���, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V F 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •; 11=1769,7=1595. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' =.0�O- A F •1(/ �.� Alfill +♦♦ i���S,ONA, Walter.P...FiM:PE ND22839 MirekUSA Inc R Certt>634 . 6904 Parke East8hrd Tampa FL:336fff> fate. December 1,2020 ®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 Mel( always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITP11 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 2D601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2559B22 WATERSONG T22025879 23321B8_WATERSONG AH13 Hip 7 1 Job Reference(optional Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 M7i ek Industries,Inc. Mon Nov 30 13:11:53 2020 Page 1 ID:JtHSm_VepG13hfwsRWAELZzvS?N-9A4SfHvRN Vtiyg83EFpggcgQrPRH EBKmFHO4_o6OyE_K4 2-4-0 13-M 19-0-0 29-M 32-M 2 4-0 10-8-0 6-0-0 10-8-0 24-0 5x8 = Scale=1:54.0 5xB = 3 14 15 4 7.00 12 13 16 0 12 17 6x8 &B Zz- 2 5 6 lZa 1 0 0 3x8 = 11 10 9 1. 3x8 8 7 1.5x8 STP= 4x6 = 4x6 — 4x6 = 1.5x8 STP= 3x8 11 3xB 11 r 2-0-0 2�3-0 -i 3-0-0 19-0-0 29-8-0 30rOr0 32-0-0 i 2-0-0 0-4-0 10-8-0 6-0-0- 1 G-8-0 22-0-0 ' Plate Offsets(X Y)— [1:0-8-8 0-1-2] [2.0-4-0 0-4-4] [3:0-4-4 0-3-0] [4:0-4-4 0-3-0] [5:0-4-0 0-4-4] [7:0-4-12 0-1-8] [11:0-4-12,0-1-8] LOADING (psf) SPACING- 2=0-0 CSI. DEFL. in (loc) Udefi L!d PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC 0.52 Vert(LL) -0.37 10-1'1- >883 240 MT20 -244/190 TCDL 16.0 Lumber DOL 1.25 BC -0.55 Vert(CT) -0.45 10AI >736 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) - 0.02 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight:21-5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26*Except* TOP CHORD Structural wood sheathing:directly applied or 4-9-14 oc purlins. 3-4:2x6 SP No.2 BOT CHORD Rigid ceiling directly_applied or 8-G-12-oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 2-10,5-6 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0,7=0-8-0 Max Horz 11=-529(LC 10) Max Upli 11=-1769(LC 12).7=1595(LC 12) Max Grav 11=147Z(LC-1),-7=,472(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces-250(lb)-or less except when shown. TOP CHORD 1-2=812/392,2-3=2003/1541,3-4=1917/1612,4-5=2003/1541,5-6=-8121538- BOT CHORD 1-11=-608/985,10-11=-725/1297,B-10=-760/1314,i=8=71,7/985,6-7=-717/985 WEBS 2-11=-2136/1994,2-10=-562/1144,3-10=-30/279,4-13=28!278,5-8=-574/1163, 5-7=-2136/1994 NOTES- (7) 1)Unbalanced-roof-live-loads have-been-considered-for this design. 2)-Wind:ASCE 7-10;Vult 180mph(3-s--cord-gust)-rvsd=139mph—TCDL=4.2,�sf,-BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. J t��• II;Exp fs Encl.,GCpi=O f8;Iv14v�iS(directional)and C-C Exterior(2)0 0 0 to 6 0 0,Interior(1)6-0-0 to 13 D 0,Exterior(2)13 0 0 to ���♦� .7/i j 27-5-13,Interior(1)27 5-13 to 32-0-0 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 +♦♦♦ . F�/��t�•,j. 3)Provide adequate drainage to prevent water ponding. ♦ �G E•N S' Y ��j. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� �••2 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide o'. No 2283:9 will fit between the bottom chord and any other members,with BCDL=IO.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except(jt=lb) *° 11=1769,7=1595. •'- 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any + 9 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." pF WalterP.lnn PE No.22889^ MTek;USA,1nc:.FG:Cert 6634 . 69Zarke East Btvd Tar1h0 FL33616 date:: December 1,2020 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511 912 02 0 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 �5 a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web andlor chord members only.Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality criteria,DSB-09 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 FJOb tal Construction_2559B22 WATERSONG T22025880 2332188—WATERSONG AH15 Hip 1 1 eference(optional Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 30 13:11:54 2020 Page 1 I D:JtH Sm_VepG 13hfwsRWAE LZzvS?N-dMersdw3Bg4XkC pRNXBrMeOZ Wg W537EQckjLegyE_K3 2.4-0 4--0 150-0 , 17-0-0 , 23-6-0 , 29-8-0 2-0-0 2-4-0 10-4-0 2-0-0 6-6-0 6-2-0 7x10 G Scale=1:65.4 6x8 = 7.00 12 5 6 3x6 II _ V7xl. 4x6 4 8Bx14-MT20HS 4 4 212220 d4x6 i 3 2x42 S Eig 10 117x10 — R6IR 3x4 = 19 18 17 3x4 = 3x12 MT20HS= 5x8 = 1312 11 1.Sxe S_TP= 1.5x8 STP= 4x12 =3xS 11 SxB._ 7x10 = �.:OSA-0-4-0-0.4$3T 15-0-0 17-8-0 18AA 29-8.0 30.0.0 32-0A 2-0-0 Okb 2-0-0 Ok-b tDh-0 2$-0 11-&0 20-0 Plate Offsets(X,Y)— [5:D-6-8,0-4-4],[6:0-4-0,0-2-12].[8:0-5-0,0-4-8],[11:0-3-8,0-4-12]-[12:0-5-8,0-2-0] [14:0-5-0,0-4-12],[19:0.4-12,0-1-8] LCAOING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) l/defi Ud PLATES GRIP TCLL 20-.0-- Plate Grip-DOL- 1.25 TC 0.63 Vert(LL) 0.15 13 >999 240 MT20 244/190 TCDL 16-.0- LUmbL-rDOL 1.25 BC 0.83 Vert(CT) -0.26 15-16 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES- WB 0.99 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:262 lb FT=20% LUMBER- BRACING- TOP CHORD -.2x6 SP M 26`Except• TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc puffins. 5-6:2x6 SP No-.2 BOT CHORD Rigid ceiling directly applied or 5-3-4 cc bracing. Except: BOT CHORD 2x6 SP N&.2 4-6-0 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=1487(LC 1),11=1479(LC 1) FORCES. (lb)-Max.Comp./Max_Ten_-All forces 250-(Ib)c,-less except when shown. TOP CHORD 1-2=328/137,2-3=17$dii65;-3�j--2270/1562,5-6=2164/1652,6-7=2496/1919, 7-8=2257/1643,8-9=-637/441;9=3=279/0 BOT CHORD 1-1 9=1 72/362,18-19=544/578,16-18=-1174/983,3-16=1100/1032,15-16=1907/2902, 14-15=556/1184,12-1-4=360/537,7-14=-568/525,11-12=-,056/1665 WEBS 2-19=230B/-1613;2-1.8=156612091—.3=15=-1&2l/l266,5-15=176/427,6-15=496/732, 6-14=736/849,8-12=577/566,8-11=1913/1514,9-11=955/922 _NOTES- (8) 1) n. WUnbalancedSCE 7-10;Vufta180mds vh S-secondle been dust 139m consid for this ered TCDL=4.2 sf BCDL=3.0 sf;h=35ft B=4"I�i,t=6"urieave=7ft;Cat. ���A,1`fGR Il;Exp D;Encl.,GCpi=0.18;."%NIFRS-(directional)and C-C Exterior(2)0-0-0 to-6-0-0,Interior(1)6-0-0 to-15-0-0,Extedor(2)15-0-0 to ,�♦`A�� .. F/��t�i��,. 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 ♦♦♦ V C•E(�j S • �/' ice, and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦ • V F�•. 3)Provide adequate drainage to prevent water ponding. No. -22839 4)All plates are MT20 plates unless otherwise indicated. c 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z*':7 6)•This truss has been designed for a live load of 20.0psf on the bottom chord-irr 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 wfthstanding 100 lb uplift at joints)except(jt=lb) 19=1764,11=1593. B 'This manufactured product is designed as an individual building component. The suitability and use of this component for an �'i'n'�'• ��" +♦,P 9 9 P b P Y p •.,��; particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." fj� a0 R�. ♦ Walter P[inn Pit 22839 MTekUSA;1ric R!Ceii6634 . fi90.Milo.EastBbd AMpaF,L33614: Date' December 1,2020 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with 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 T e • Is always required for stability and to.prevent collapse with possible personal Injury and property damage.For general guidance regarding the M)l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 QuaW Cdteda,DSB-89 and BCSI Buffeting Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Consiruction_2559622 WATERSONG T22025881 2332188_WATERSONG AH15A Hip 1 1 Job Reference(optional Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 M7ek Industries,Inc. Mon Nov 30 13:11:55 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-ZklbHJyJgRKFzWzgUyDJS3TwJUFzX7642CSijyE_K1 Z-40 8-6-0 5-0-0 17-M 23-6-0 , 29-&0 1-0 6-2-0 6So 2-0-0 6-6-0 6-2-0 6x8 = Scale=1:59.9 6x8 = 7.00 12 4 5 7x10 i 7x10 3 6 ' o 1415 1517 A cl 2x4 11 2x4 I� 2 7 8 1 o To 13 18 19 12 11 10 20 21 L -3x4 = I� 1.5x8 STP= 5x6 = 1.5x8 STP= 7x10 = 3x4 = 3x4 = 7x10 = 2-0-0 2 150-0 17-ao 29-&0 -319 "�;-32-T.0- 2-0-0 0-4- 12-9-0 2-0-0 12-8-0 0-4- 2-0-0 Plate Offsets(X Y)- [3:0-5-0 0-4-8] [6:0-5-0 0-4-81 [9:0-&8 0-4-12] [13:0-3-8 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (!cc) Vdefl Uri PLATES GRIP TCLL 20.0 Plate Grip-DOL 1.25 TC 0.55 Vert(LL) -0:13-12-13 >999- 240 --MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.26 12-13 ->999- 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight 236 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP-CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins. BOT CHORD 2x6-SP No:2 BOT CHORD' Rigid ceiling directly applied or 7-1-3 cc bracing. WEBS 2x4 SP No,3- WEBS 1 Row at midpt 3-13,3-+,2,6-10,6-9- REACTIONS. (size) 13=0-8-0,9=0-8-0 Max Horz-13=609(LC 10) Max Uplift 13=1769(LC 12).9=-1595(LC 12) Max Grav 13=1472(LC 1).9=1472(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-Ali forces 250(lb)or less except when shown. TOP CHORD 1-2=421/0,2-3=644/279,3-4=-2106/1547-,-4-5=-1950/1531,5-6=2106/1548, 6-7=-644/403,7-8=422/0 BOT CHORD 1-13=0/336,12-13=-1055/1664,10-12=-521/1173,9-1 0=1 076/1664,8-9=0/336 WEBS 2-13=841/852,3-13=-1878/1565,-3_12=-739!674,4-12=346!572,5-10=-357/572, 6-10=739/695,6-9=1 87811565,7-9=841/852 NOTES- (7) 1)Unbalanced roof live loads have been considered for this design.. 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=.35ft-B=45ft;L=60ft-eave--7ft;-Cat. VEx25-5-13,,InterilorGC25-5-13 to 32 0-0 zone(directional)RS and left and right(exposed;E d vertical-left end right ex o ed;C-C for(melniber to and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1e, 1^� F''V 3)Provide adequate drainage to prevent water ponding. N c E:N S 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '� �' •�' �' 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 2283:9 will fit between the bottom chord and any other members,with BCDL=10.Opsf. . 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) 13=1769,9=1595. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." .113 41 Q;F 'Z(/�. i;Q Walter P.Finn PE No.2210 MTek;USA,Indl'k Cert 6W 6904 Parke EasY,Blvd,:Ta npi FL 33614 -Date. December 1,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. p! Design valid for use only with M7ek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not -�s a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall i 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 ANSUfPN Quality Criteria,DSB-a9 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 2332188 Construction 2559822 WATERSONG T22025862 B Common 1 1 -WATERSONG Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek industries,Inc. Mon Nov 30 13:12:112020 Page 1 ID:JtHSm-VepG13h5xsRWAELZzvS7N-dd9GRR7jB2D7Hgditc gZDbOyXQ_YvcxWLljLyE Jo 20 12-M 21-M T24-0A 2 0 9-8-0 9 8 0 2�0 5x6 I I Scale=1:49.3 3 7.00 12 11 10 6x8 i 6x8 2 4 5 3x6 i 8 7 6 3x6 1.5x8 BTP bx8- = 9, 4x6 = 1.5x8 STP= = _ 3xB II 3xB II 2-0-0 2 12-M 2148-0 24-0-0 2-0-0 0 950- 9-8-0 -2-0-0 Plate Offsets(X Y) f1:0-7 8 0-1 2] I2:0-4-0 0-4-0] [3.0 1-4 0 2 8] f4'0-4-0 0-4-0] 16:0-4-12 0-1-81 (9.0-4-12 0-1-8] LOADING (psf) -SPACING- 2-0-0 CSI. DEFL. -in (loc) t/defl LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 1 C 0.90 VL"LL) -0.04 7-9 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 -BC— 0.32 Vert(CT) -0.08 7-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0:60- Horz(CT) 0:01 IT n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix SH - Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid oiling directly applied or 10-0-0 cc bracing. WEBS 2x4SP-No.3 REACTIONS. (size) 6=0-8-0,9=0-8-0 Max Horz 9=487(LC 11) Max Uplift-6=1192(LC 12),9=1371(1_C 12) Max Grav 6=1104(LC 1).9=1104(LC 1) FORCES. Jib)-Max.Comp./Max.Ten.-All forces 250(lb)or!ess except when shown. TOP CHORD 1-2=505'193,-2-3=1435/946,3-4=1435/946,4-5=505/329 BOT CHORD 1-9=347/635,7-9=499/935,6-7=-457/635,5-6=457/635- WEBS 3-7=0/315,4-7=329/646-4=6=-1751/1513,2-7=308/625,2-9=1751/15 i3 NOTES- (6) 1)Unbalanced-roD`c-live-loads-have been considered for this design. 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. -II;Exp-D;Encl.,GCpi=0.18;MVIIFPS-(directional)_andC--C-xtedor(2)0-0-D to 6-0-0,Interior(1)6-0-0 to 1-2-0-0,Extedor(2)12-0-0 to 18-0-0,!.^.te^er(?)1e 0-0!0 24-0-Ozone;cantileveraeft and right exposed;end vetcal left-and right exposed;C=C=fbrr_members and. �fon:es-a MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This-truss-has been designed for a 10.0 ps(-baUc n-chc lh a-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.a!!?seasAvh�a rectangle 3-6-0 tall by 2-0-0 wide ��; �� • �/�/ +�� will fit between the bottom chord and any other members. ' � G-ENS• ti .�,. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) ,•�� ' �'\ ' �i. 6=1192,9=1371. • 06 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any •: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." v •� C0R�O .' ILIN At VI(atter;i?=Ping PE No22f339� M fek USA,In FL 6-FL 6634 .'' ParkeEasCBlvd TampaFL3361Ur Date:: December 1,2020 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 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 ANSI/TP11 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 city Ply Coastal Construction_2559822 WATERSONG T22025863 2332188 WATERSONG B1 Common 2 I Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 3013:12:13 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-aDHOs79_ffUq W7m5_01 IeegloL6xOgRD_BgsoEyE_Jm 12-M 22-M ' 24-0 ' 9-8-0 10-0-0 5x12 11 Scale=1:49.2 3 7.00 12 10 9 11 6x8 i 6x8 = 4 2 Lp 3x6 = 8• 7 6 5 1 1.5x8 STP= 4x6 5xB = 3x6 I I 3x8 I I 2-0 0 2 12-M 22-0-0 948-0 10-0-0 Plate Offsets(X Y)— [1:D-7-8 0-1-2] [2:0-4-0 0-4-0] [4:G-2-12 0-1-12] [5:0-4-4 0-1-81 [8:0-4-12 0-1-8] LOADING-(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.05 5-6 >999 240 MT20 -2441190 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 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood-sheathing directlysppiied-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-B-0,5=Mechanical Max Horz 8=557(LC 11) Max Uplift 8=-13B9(LC 12).5=951(LC 12) Max Grav 8=1122(LC 1).5=881(LC-1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=495/189,2-3=1483/976,34=1455/949,4-5=-1367/975 BOT CHORD 1-8=-335/620,6-8=606/905,5-6=-519/683 WEBS 2-8=1770/1546,2-6=-283/640,3-6=0/330,4-6=225/622 NOTES- (7) 1)-Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft.t.L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C--C-Extedor(2)0-0-0 to 6-0-0,Interior(1)6-0-0 to 12-0-0,Exterior(2)12-0-0to— 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 andJ# forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� V::. �G E•N S N ��y 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. �, • Pto` 2283;9 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=1389,5=951. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." /� F •441 +O 1.10 --- ONA, Walter.P.Brin PE 6:22839� MiTek,8SA,1 FILCert6634 .6904Parke East Blvd..Tariipa FL 33610. 'Date:: December 1,2020 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 �k 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 ANSbTPI1 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 Constructior_2559822 WATERSONG T22025864 2332188 WATERSONG BH7 HIP GIRDER 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 3013:12:17 2020 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-SnWXhVCUju G?14sDs5EoUrRDySjyq-Arvpo3x?yE_Ji 2 40 7-0-0 12-M 17-0.0 21 8-0 24-M 2-0-0 4-8-0 5-0-0 5-0-0 4-8-0 2-" Scale=1:40.0 Special Special Special 6x8 = Special Special 6x8 = Special 6x8 = 3 13 14 4 15 16 5 7.00 12 i 5x8 i 5x8 -1� o 2 6 4 1 7 Ia 3x4 = e 11 17 lu 18 19 20 i 3x4 = 12 5x8 —_ NAILED 4x6 = NAILED NAILED 5x8 = e8 1.5x85TP= NAILED 1.5x8STP= 3x12 MT20HS 11 THJA26 T+iJA26 3x12-W2OHS I I 2-0-0 2 7-M 17-M 2141-0 2 0 0 0 4-8-0 10-0-0 4-8-0- 0 2-0-0- Plate Offsets(X,Y)- f1:D-2-8 0-1-2] f4:0-4-0 0-4-4] LOADING (psf) SPACING- 2-0-0 CSC DEFC. (loc) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert('.L) 0.21 9-11 -»999 240 M T 20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.49 -Vert(CT)- 0.20 9-11 >999- 180 I 'MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB— 0.86 Horz(CT) -0.04 8 n/a -n/a- BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-944oc purlins. BOT.CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied-or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 3-8-15 oc bracing:9-41. REACTIONS. (size) 12=0-8-0,8=0-8-0 WEBS 1 Row at micipt 2-11,6-9 Max Horz 12=287(LC 6) Max Uplift 12=3247(LC 8),8=3067(LC 8) Max Grav 12=1946(LC 39),8=1946(LC 38) FORCES. (lb)-Max.Comp./Max.Ten.-Alt-forces 250(lb)or less except when shown. TOP CHORD 1-2=213/288,2-3=2307/3302,3-4=2007/2992,4-5=2007/3017,5-6=2307/3328, 6-7=188/288 BOTCHORD 11-12=-464/352,9-11=34 5 912 5 03 WEBS 2-12=1996/2877,2-11=2637/2048,-3-11=293/374,4-11=732/1124,4-9=731/1123, 5-9=-294/372,6-9=2642/2058,6-8=1994/2788 NOTES- (14) 1)Unbalanced roof live loads have been.considered for.this-design. 2)Wind:ASCE 7-10;Vuit=180mph(3-second gust)Vasd=139mph;TCDL=4.-2psf;BCDL=3.Opsf;11=35ftT6=45ft;L=60(t;eave eft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directiortai),cantdeverteft and right exposed-;end vertical left and right exposed;porch left {�lltlL►��' and right exposed;Lumber DOL=1.60 plate grip DOL=1.6D P 3)Provide-adequate drainage to prevent water ponding. ,♦♦� 16R,., 4)All plates are MT20 plates unless otherwise indicated. ♦ �� . . 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ •: �. � .�• �- 6)-`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. No' 22:83.9 �.. .:: 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except(jt=lb) *=:: 12=3247,8=3067. - 8)Use Simpson Strong-Tie THJA26(THJA26 on 1 ply,Right Hand Hip)or equivalent at 7-0-6 from the left end to connect truss(es)to w �. back face of bottom chord. 9)Use Simpson Strong-Tie THJA26(THJA26 on 1 ply,Left Hand Hip)or equivalent at 16-11-10 from the left end to connect truss(es) to back face of bottom chord. �•' �♦ 10)Fill all nail holes where hanger is in contact with lumber. ,j��S O RV •` ``��" indicates11)"NAILED"12)H nger(s)o othr con ect on device(s)hall be prov 2 id d uffic nt to support concentrated load(s)870 lb down and 1116 lb up at ','<tS�ON A; 7-0-0,330 lb down and 425 lb up at 9-0-12,330 lb down and 425 lb up at 11-0-12,330 lb down and 425 lb up at 12-11-4,and 330 .. lb down and 425 lb up at 14-11-4,and 870 lb down and 1116 lb up at 17-0-0 on top chord. The design/selection of such Walter P..Rnn P.E,6;22839' connection device(s)is the responsibility of others. M]Tek USA,frlc R`C hA3Q 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6909'Parke East Blvd Tampa FL3361D 14)'This manufactured product is designed as an individual building component. The suitability and use of this component for any Date:. Cont0elftitinrogQ19 is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." December 1,2020 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. ^ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must vedly the applicability of design parameters and propedy incorporate this design into the overall WOW ek• building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the VliT fabdcation,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Duality 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 Construction_2559822 WATERSONG T22025884 2332188 WATERSONG BH7 HIP GIRDER 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 M7ek Industries,Inc. Mon Nov 30 13:12:17 2020 Page 2 I D:JtHSm_VepGl3hfwsRWAELZzvS?N-SnWXhVCUju_G?14sDs5EoUrRDySjyZ4pvpo3x?yE_Ji LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=72,3-5=72,5-7=72,1-7=20 Concentrated Loads(lb) Vert:3=-224(B)5=224(B)11=150(B)9=150(B)13=-111(B)14=111(B)15=111(B)16=-111(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall i building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 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 Construction_2559822 WATERSONG T22025885 2332188_WATERSONG BH9 Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 3013:12:19 2020 Page 1 ID:JtHSm_VepG 13hfwsR WAELZzvS?N-0AeH6AD kFV E_E2 EFLH7itvwsAlAQQa16M7HA?uyE_Jg i 2-4-0 i 9-0-0 12-M 15-0-0 21-0-0 24-0-0 2-4-0 6-8-0 3-M 3-0-0 6-8-0 24-0 4x6 = Scale=1:40.6 2x4 I I 4x6 = 3 4 5 ri 7.OD 12 13 14 0 5x6, 5x6 Q 2 6 15 112 7 . 1� I 3x4 = r 10 9 r 3x4 = 11r 4x6 = 8 1.5x8 STP= 5x8 = 1.5x8.STP= 3x8 I I 3x8 I 2-0 0 2t4 Q 12-M 2 ioM 24-0-0 2Z 0-0-b 9-8-0 94-0 0 2-0-0 Plate Offsets(X,Y)— [1:D•2-8,0-1-21,[2:0-3-0,0-3-81,[3:0-3-0,0-3-121,[5:0-3-0,0-3-12],[6:D-3-0,0-3-8] [8:0-4-12 0-1-8] [11:0-4-12,0-1-8] -LOADING (psf)- SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefr 17d- PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC- 037 Vert(LL) -0.05 911 >999 240- MT20- 244/190- TCDL' 16.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.11 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(CT) 0.01 8 - n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight:158 lb FT=20% LUMBER BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD StnlcturaLwood sheathing directly applied or 5-8-4 Gc pudins. BOT CHORD 2x6 SP N0r2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at-midpt 2-9.6-9 REACTIONS. (size) 11=0-8-0,8=0-8-0 Max Horz 11=369(LC 11) Max Uplift,1 1=1371(LC 12).8=1192(LC 12) Max Grav 11=1104(LC 1),8=1104(LC 1) FARCES_ (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-323/95,2-3=1299/1078,3-4=1243/1104,4-5=1243/1104,5-6=-1299/1078, 6-7=339/103 BOT CHORD 1-11=124/333,9-11=-4341702,8-9=131/349,7-8=131/349 WEBS 2-11=1445/1491,2-9=-643/820,4-9=0/255,6-9=-644/833,6-8=1445/1491 NOTES- (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.0psf;.h=95__"=45ft;L=60ft�eave=7ft;Cat.— II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 6-0-0,Interior(1)6-0-0 to 9-0-0,Exterior(2}9-0-0-te 23-5-13,Interior(1)23-5-13 to 24-D-D zone;cantilever left and right exposed;end vertical left and right-exposed-,C=C-lor members {{{tl I111 j and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Cn P 3)Provide adequate drainage to prevent water ponding. �%� :p�� F/��t�-i�• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� �: �C E`N$ • ti ���: 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `� V �••.. will fit between the bottom chord and any other members. N o: :22839 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 11=1371,8=1192. * " 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." "b • �. Waltef P Rnn PE ND 22839 MTek USA Inc. .6it6634 . 8904 Parka East,B Tapipa FL 33M •Oats:: December 1,2020 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.5/192020 BEFORE USE. Design valid far use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not L a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall R lg building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I VliTek• 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 ANSYTPIi 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 Construclion_2559822 WATERSONG T22025886 23321BB_WATERSONG BH1 i Hip 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 30 13:12:14 2020 Page 1 ID:JtHSm_VepG 13hfwsRWAELZzvS?N-2Cr03TAcQzch6HLHYkYXAsDxdkTnIGUN DrZP KgyE_JI 2-0-0 11-D-0 12-ao 13-a0 21-8-0 24-0-0 2-4-0 8-8-0 1-a0 1-0-0 8-8-0 2-4-0 Scale:1/4"=l' 5x6 — 2x4 II 5x6 = 3 4 5 TOO 12 12 13 - o u5 6x8 i 6x8 Q 2 6 1 7 0 I� 3x6= 10 3.6 = 11 _ 9 r8 1.5xS STP= 4x6 -5x8 = 1.5x8 STP= 3x6 I I 3x6 I I 12-a0 - 21-8-0 400 s-eo 9-8-0 0 2a2 9 0 , , Plate Offsets(X Y)- f1:0-7-8 D-1-2] f2:0-4-0.0-4-01 I3:0-3-0 0-3-12] i5:LL3-0;a3 12],[6:0-4-0,0-4-01,i8:0-4-12 0-1-81 f11:0-4-12,0-1-81 LOADING (psi) SPACING- 2;0=0 CSI. DEFL. in (loc) Udefl Ud- PLATES GRIP TCLL 20.0 Plate-Grip DOL 1.25 TC 0:81- Vert(LL) -0.04 9-11 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.08 9-11 >999 180 BCLL 0:0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.01 8 n/a n/a BCDL -10.0 Code FBC2017/TPI2014 Matrix-SH- Weight:162 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP-ND.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS- 2x4 SP No.3 REACTIONS. (size) 11=0-8-0,8=0-8-0 Max Horz 11=-449(LC 10) Max_Upliti l l=-1371(LC 12),8=-1192(LC 12) Max-Grav 11=1104(LC 1).8=1104(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=408/159,2-3=1377/975-3-4=1349/1089,4-5=1 34911089,5-6-1 3 7719 7A 6-7=-40312j 1 BOT CHORD 1-11=-2361501,9-11=-470i872,8-9=347/501,7-8=347/501 WEBS 2-1 1=1 65411506,2-9=-315/678,4-9=0/301,6-9=325/693,6-8=1654/1507 NOTES- (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu@=180mph(3-second-gust)-Vasd=139mph;TCDL=4.2psf;BCDL:-::3_0psf-Jr-35ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directionaI}and_C-C_Fxterior(2)0-D-0to 6-0-0,Interior(1)6-0-0 to 11-0-0,Exterior(2)11-0-0 to 21-8-0,Interior(1)21-8-0 to 24-0-0 zone;cantilever left and right exposed end-veriical left and right-exposed;C-C for members and �!!!!! forces&MWFRS for reactions shown;Lumber DOL=1.60-plate-grip DOL=1.60ER P 'fir �I 3)Provide adequate-drainages tc-prevent water ponding. �%� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4hb�� :. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •' •�'. �� will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) PI O: 228'3.9 11=1371,8=1192. ~ 7)'This manufactured product is designed as art 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." b F. 44/:Z /ONA ,�A% Walter.P.Finn EE.No.22839 MiTek{1SA Inc..FL'Cert,6634 6904 Parke East Blvd.,,Tartipa FL 33610: ,Date. December 1,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1912020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not gg 6 a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall pi' 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 ANSY71711 Qualtly 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 Construction_2559822 WATERSONG T22025887 2332188_WATERSONG CJ1 Comer Jack 12 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 3013:12:20 2020 Page 1 ID:JtH Sm_VepGl3hfwsRWAELZzvS?N-sMCgKWENOpMrsCpRu_fxQ7T9y9Zk97CFbnOjYKyE_Jf 1-0-0 1-0-0 Scale=1:8.5 7.00 12 2 i r 1 r 0 r i 3 3x4 = PROVIDE BEARING CONNECTION(S)TO RESIST HORIZONTAL REACTION(S)SHOWN. ADEQUATE SUPPORT REQUIRED. 1-0-0 1-0-0 LOADMG-(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl L/d PLATES GRIP TCLL 20.0 Plate-Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 1 n/r 120 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 1 _n/r 90 BCa 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n1a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No-.2- TOP CHORD Structural wood sheathing directly applied or-1-0-0-oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, REACTIONS. (size) 2=Mechanical,3=Mechanical Max Horz 2=94(LC 12).3=166(LC 12) Max Uplift 2=167(LC 12) Max Grav 2=91(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=318/124 BOT CHORD 1-3=135/273 NOTES- (6) 1)Wind:ASCE 7-10;Vuft=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. Il;Exp D;Encl.,GCpi=O'.18;MWFRS-(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and. right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live-loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit,beta:een-the-bottom-chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5j Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb) ��-111-1 111f 1j, 2=167. A 1 P 6)'This manufactured product is designed as an individual building component. The suitability and use of this component-for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' ,VVC (�S • 2 ice, �� +' :•• r: 1 No r 7C'.i7 i* r r , O � OF � Waltei,P.:Rnq PE,No 22839 Mirau� N,Inc:FLCeet,&A'. 6904 Parke:East Blvd::Tampa FL 33610> -Date:: December 1,2020 ®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 MITeM connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall buiiding,design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M�TPr.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 ANSM11 Qualify 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 2D601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2559822 WATERSONG T22025888 2332188 V4ATERSONG CJ3 Corner Jack 10 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 30 13:12:20 2020 Page 1 ID:JtHSm_VepGt 3hfwsRWAELZzvS?N-sMCgKWENOpMrsCpRu_fxQ7T7P9Sd97CFbnOjYKyE_Jf 3-M 3-0-0 Scale=1:14.4 2 7.00 12 o_ A N I 1 O r_ 3x4 = 3 4' � Q 4 1.5x8 STP= 2-8-0 ,3-D-0 2-8-0 0 3 0 Plate Offsets(X Y)— [1:0-2-8 0-1-21 LOADING (p* SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES -WB 0.00 Horz(CT) -0.0-4 2 n/a nla BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP-CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical,3=Mechanical,4=0-8-0 Max Horz 4=203(LC 12) Max Uplift 2=-217(LC 12),3=492(LC 1),4=887(1_C 12) Max Grav 2=145(LC 17),3=650(LC 12),4=657(LC 1) -FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (6) 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)Vesd=139mph;TCDL=4.2 .,,BCDL=S:Opsim=35ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;NrWFRS(directional)and C-C Exterior(2)-zone;cantileverleR-arm right exposed;end vertical left and right exposed;C-C for members-and force=&-MWFRS for reactions shown;Lumber DOL=1.60 plate grip-DOL=1.60 2)This truss has been designed fora 10:0psf bottom chord live load nonconcunentwith any other live loads. 3)'This=Truss-has=been designed for a live load of 20,Opsf on the bottom-cho,din.all areas-where-a--rectangle 3-6-0 tall by2�Q=0-wide will fit between the bottom chord and any other members. -4)Refer-to girder(s)for-truss-to-truss connections— 5-Provide mechanical connectic by-ethers of truss to bearing late capable of withstandin 100 lb olnf -exce t Ib , ,,,• m( , ) 9 P P 9 uPliftat-1 � (� P _ 2=217,3=492,4=887. 6)'This manufactured product is designee as an indsvidual building component. The suitability and use of-this component for-any -(ER particular building is the responsibility of the building designer per ANS!Tnj 1 as referenced by the building code:' • ',`�* • ��G E )#.Tallo". '2283'9It 0 F .V.410r:P.Finn PE No.22839 MiTek USA Inc:it Girt t 16w . 6904 NddEa@C81vd TAr*FL 33610 •Oats: December 1,2020 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1 912 0 2 0 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 iM1 a truss system.Before use,the building designer must verify the applicability of design parameters and pmpedy incorporate this design Into the overall building design.Bracing Indicated is to prevent budding 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 BCSI Building Component 6904 Parke East Blvd. Safety/nfonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 2D601 Tampa,FL 36610 Job Truss Truss Type jQty Ply Coastal Construciion_2559822 WATERSONG 722025889 2332168 WATERSONG CJ3A Comer Jack 2 1 Job Reference o tional -1 Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 30 13:12:21 2020 Page 1 ID:JtHSm_VepG 13hfwsRWAELZzvS?N-LYm2XsF?n6UTMNdSiAAzK719ZtbuaS PgRmH4myE_Je 3-0-0 3-0-0 Scale=1:14.4 2 7.00 12 0 ci N 1 , 3x4 = 3 e o• o . 4 1.Sx8 STP= 1-0 0 1 4-0 3-0-0 1-0-0 0-4-0 1-8-0 Plate-Offsets(X Y) r1:0-2 8 0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TGLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25` BC 0.24 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0 ' -Rep Stress Incr YES VtB 0.00 Horz(CT) 0.01 2 n/a n1a BCDL 10.0 Code FBC2017/TPl2U14 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6-SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x6 SP No.2 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(L-C 12r Max Uplift 2=217(LC 12),3=83(LC 1),4=287(LC 12) Max Grav 2=145(LC-17);3=118(LC 12),4=247(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250-(Ib)or less except when shown. VOTES- (6)- ;)VVbrnd- SCE 7-10;Vuft=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.0psf;h=35ft;B=45ft;L=6011;eave=7ft;Cat. 11;Exp-D-Enccr,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for.members and forces&MWFRS for reactions shown;Lumber DOL=1 ZO-plate grip DOL=1.60 2)-This truss has been designed-for-a-10:0-psf bottom chord live load nonconcurrent with any other live loads. 31,'This-truss has been designed for a-rive-load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)-for-truss to truss connections. 5)-Provide mechanical-connectioa-ft others)of-truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except-Qt=lb) 2=217,4=287. ```♦{I11111/���,,, 6)'This-manufactured-product isdesigned-as-an individual buildng-camporrent-Thesuftabilfty and use of this component for any --particular building is the responsibility of thebuilding designer per-ANSI TPI 1 as referenced by the building code." �1� f'� "'•:�'V ��J . NO .22.83:9 O R I 0/NA- Waltef p Flnn.PE No 22tKi9 MTek USA ln- FL 660634 89(>3,Pafkfi.tastBfvd TampaFL33610: _ -Oats: December 1,2020 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 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 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,erectlon and bracing of trusses and truss systems,see ANSYM11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2559822 WATERSONG T22025890 2332188_WATERSONG CJ5 Corner Jack 10 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 30 13:12:23 2020 Page 1 ID:JtHSm_VepG13hfwsRWAELZzvS?N-HxuoyYHFJkkQjgX0a7Ce2l5'z`.1StMUxiHkFOafyE_Jc 5-0-0 5-0-0 Scale=1:20.5 2 i 7.00 12 o_ W �+ 0 N 1 -- 3x4 = 6' 4 3- 1.5xe STP= 5-0-0 2-0-L'- -0-0 2=8-0 Plate Offsets(X Y)— [1:0-2-8,D-1-21 LOADING (psf) SPACING- 2-0-0 CSI: DEFL. in (loc) Vdefl Ud PLATES- GRIP TCLL 20:0 Plate Grip DOL -1.25 TC -0-45 Vert(LL) -0.02—,S-4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.02 3:4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.09 2 -n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:26 lb FT=207. 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 8-7-2 oc bracing. REACTIONS. (size) 2=Mechanical,3--Mechanical,4=0-8-0 Max Horz 4=336(LC 12) Max Uplift 2=362(LC 12),3=154(LC 1),4=-511(LC 12) Max Grav 2=243(LC 17),3=218(LC 12),4=431(LC 1) FORCES. (lb)-Max..Comp./Max.Ten.-All forces 250-(tb)er=!ass except when shown. BOT CHORD 1-4=-320/409 NOTES- (6) 1)Wind:ASCE 7-10;VuR=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDI=3:Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Fnci--GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantileverJeft 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-DD.L=1.60 2)This truss-has been designed for a 10.0 psf bottom chord live=Ioad-nc. ncurrent with any other live loads. 3).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.chordandany other- members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)-of-tran-tD-bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1���� adllf1i'l 2=362,3=154,4=511. ♦��, ISPIi—P 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any /%%w`P� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' 1Vo` 2283:9 A `,�. Walter P.Finn P..E No:22K M, k USA,inc.FL Cert:6634- 69l)4 Parkk East Blvd.Tamps FL 33610. -Date: December 1,2020 A 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 p building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V 1iTek• 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 ANSUIPIi 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 P23b Truss Truss Type Qty JPly Coastal Construction2559822 WATERSONGT22025691 32188-WATERSONG CJ5A Comer Jack 2 d Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 30 13:12:24 2020 Page 1 ID:JtHSm_VepGl3htwsRWAELZzvS?N-17SA9uHt41 sH Kp6C7gjtazdjjmsc5xBrW0_xh5yE_Jb 5-0-0 5-0-0 Scale=1:20.5 2 7.00 12 0 d A N 1 3x4 = 6' 6• Q 4 3 1.5x8 STP-= 5-0-0 3-8-0 Plate Offsets(X,Y)- [1:0-2-8,0-1-21 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 -Plate-Grip DOL 1.25 TC 0.45 Vert(LL) -0:02 3-4 >999 240 MT20 244/190 TCDL- 16.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.-01 3-4 >999 180 BCLL 0.0 Rep Stress]nor- YES WB- 0:00- Horz(CT) 0.02 2 n1a n/a BCDL 10.0 Code FBC20171TP12014 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 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical,3=Mechanical,4=0-8-0 Max Horz 4=336(LC 12) Max Uplift 2=-362(LC 12),3=35(LC 1),4=-310(LC 12) Max Grav'2=243(LC 17).3=86(LC 144=311(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-4=3320/409 NOTES- (6) 1)Wind ASCE 7-10;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=601t;eave=7ft;Cat. 11;Exp Q;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS-for reactions shown;Lumber DOL=1.60-plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf-bottom chi drive-load-nonconcurrent with any otheriiveioads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide —:will-fd-between-tbe iottom chord and-any other members. -4)-Refer-to4rder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ilruptiFY crirti(ST3 except Qt=lb) ���►�11111 2=362,-s�'=3 ����� �R P 6)'This manufactured product is designed es-an-individual-building component. The suitability and-use of-this component-for any 1�V particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." % �, kG ENS. •..�ji ice, No 22839 .: Waltej:P=flnn PE,;W 2M Mi7ekUSA,lnc RCert,6634 . 6909Patkee.East6lvd -a- December 1,2020 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 Mirrek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrlcelion,storage,tlelivery,erection and bracing of trusses and truss systems,see ANSLITP11 Qualdy 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 Construction_2559822 WATERSONG T22025892 2332168_WATERSONG EJ Jack-Closed 2 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, - 8.240 s Mar 9 2020 M7ek Industries,Inc. Mon Nov 30 13:12:25 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-DK?ZN EI VrL_7yzhPhYE67AAt4ACJgOR?k2kU DXyE_Ja i 5-7-0 Si10-Q 5-7-0 Scale=1:23.6 3x6 II 3 2 7.00 12 Li 1 4x6 = 6 5 6 4 1.5x8 STP= 46 I I 1-0-0 4 0 -5-1D-8 1-0-0 0 4-6-8 Plate Offsets(X Y)- 11.0-0-4 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLAATES GRIP TCLL 20.0 Plate Grip DOL i.25 TC 0.54 Vert(LL) 0.01 5-6 >999 -240 MT20 -2447T90 TCDL 16.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress]nor YES WB 0.00 Horz(CT) -0.00 4- n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:34lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD -Structural wood sheathing directly applied or 5-1U-8 ocpurlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid-ceiling-directly applied or 9-6-15 oc bracing. REACTIONS. (size) 4=Mechanical,6=0-8-0 Max Horz 6=419(LC 9) Max Uplift 4=-301(LC 9),6=41 O(LC 12) Max Grav 4=282(LC 17),6=347(LC?) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=364/336,2-5=543/530 BOT CHORD 1-6=-460/557 NOTES- (6) 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFP.S-(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end=wrtcal-lefLand right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent-withany-other live load=_. 3)'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!a!!by 2-0-0:vide will fit between the bottom chord and any other members. % l�«r 1114, 4)Refer to girder(s)for truss to truss connections. I. � 5 Provide mechanical connection b others of tr ss to bearin late capable of withstanding 100 lb uplift at joints except Ib ��( R P FAA O�� ( Y ) 9 P P 9 P 1 O P (It= ) 4=301,6=410. `%� E'N 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 2283:9 r 41/ OF rrnr�+s . Waiter:P.=FInn PE No.22839 MTek.UK inc.R:CerljA34 . 69.04Parke,EastBWv TTampaFL33610: AMC: December 1,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.51191202D BEFORE USE. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not �6 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 1 Vf iT�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 oftrusses and truss systems,see ANSUTP11 Duality crffeda,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type City Ply Coastal Construction 2559822 WATERSONG • T22025893 2332188 WATERSONG EJ7 Jack-Open 17 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 Mi rek Industries,Inc. Mon Nov 3013:12:26 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-WArZ aaJ7c!6_a7GbFFILgOj1MaSxZrhBzT21yE_JZ 7-0-0 7-0-0 Scale=1:26.4 2 5 7.00 12 0 t: 5x8 = s' s 6. 4- 3 1.5xB STP= jru 2Z �3 =7-0-o 2 0 0 4-8.0 Plate Offsets(X Y)- [1:0-0-8 0-0-21 LOADING (psf) SPACING-- 2-0-0 DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 'Plate Grip DOL 125 TC' 0.64 Vert(LL) -0.03 3-4 >999 240 MT20- 244/190 TCDL -16.0 Lumber DOL 1.25 BC 0.74 Vert(CT) =0:03 3-4 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB "D Horc(CT)- -0.04 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH _ Weight:36-lb FT=20% LUMBER- BRAC-ING- 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 7-10-14 oc bracing. REACTIONS.. (size) 2=Mechanical,3=Mechanical,4=0-8-0 - Max Horz 4=470(LC 12) Max Uplift 2=401(LC 12),3=26(LC 1),4=-515(LC 12) Max Grav 2=265(LC 17),3--61(LC 12),4=481(LC 1) -FORCES. (lb)-Max.Comp:(Max.--Ten.-All forces 250(lb)or less except when shown. TOP-CHORD 1-2=267/236 BOT CHORD 1-4=-439/554 NOTES- (6) 1)Wind:ASCE-7-40;VuK=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;_3=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,-GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 6-0-0,Interior(l)6-0-0 to-6=i1 Ozone;cantilever left and right exposed;end vertit�--l-left yrad-right-exposed;C-C for members and forces&MWFRS for-reams Ions shmm',L-umber— DOL=1.60 plate grip DOL=1.60 2)-Thisinlss-has been-designed fora 1.0.D-psf bottom-chord-liveload-noaco=wTent with any other live loads. 3)•This truss has been designed!or-a-live-load of 20:0ps on-the_bottom-chord in all areas where a rectangleZ:6-0 tall by 2-0-0 wide- wiii tit between-theim1tonrchord and any other members. `,�1�•'� ����Iart; 4)Refer to girder(s)for truss-to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 except Qt=lb) 4,+�� ��\G�E N•• !/�"Y,� 2=401,4=515. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any - V F•�T• � particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building Code." vita 2283:9 g�7 -,X. OF •1v� 1c5'I�NA,+EA .. . Walter P Rnn'PE N0 22839 MTek USA,Inc!FL.Cart-6634' . 6Q Parke EastBtvd Tampa 1` 3361D> Datei+ December 1,2020 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrieagon,storage,delivery,erection and bracing of trusses and truss systems,see ANSUrP/i Quality Criteria,DSII-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type City Ply Coastal Construction 2559822 WATERSONG T22025894 2332188_WATERSONG EJ7A Jack-Open 1 1 Job Reference(optional Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 30 13:12:2B 2020 Page 1 ID:JtHSm_VepG13hfwsRWAELZzvS?N-duhh?FK07GMipRQzMgoplpoLZNEQI kARR0y8gsyE_JX 5-M 5-" Scale=1:26.1 2 7.00 12 o l 4x6 11 m 1 d v P s Q s. 4 3 4x6 11 5-0-0 1 rxA.TP— 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 -Plate Gnp DOL 1.25 TC 0.72 Vert(LL) 0.03 3-4 >999 240 MT20 24411SO TCDL 16.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.03 3-4-->999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 2 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:27 lb FT--20% LUMBER- BRACING- TOP CHORD- 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied-o,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=252/221 NOTES- (7) 1)Wind:ASCE 7-10;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;M`V FRS(directional)and C-C Exterior(2)zone;cantilever-left and-right exposed;end vertical-left-and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any-other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide —%-Ml-fit-between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing-at joint(s)4 considers parallel to grain value using Ah7SIrrPI 1 angle to grain formula. Building designer should verify -ca lacii"f-bearing surface. 6)-Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift-at-joint(s)4,3 except(jt=lb) 2=376. ��� ��E•N 5` 2 �jr. 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." No' 22839` ' r A� �, WI telr P Finn PE No 2839, - - -_.- MiTektjSA,lndsFfterf6634 6.9.04;Pake:EastBiird.Tampa FL 33610. Tate: December 1,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/1912020 BEFORE USE. Design valid for use only with M7ek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not �n 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 ANSIfrP11 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 Construction_2559622 WATERSONG T22025895 2332188_WATERSONG HJ Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 3013:12:30 2020 Page 1 I D:JtH S m_VepG 13hfwsRWAE LZzvS?N-aHpSQxMeftdQ2kaM U5gH q EtgtBpAVegkuKRFulyE_JV 4-0-9 i 7-11-7 4-0-9 3-10-15 -3- Special 2 3 Scale=1:25.3- Special 6x8 I 7 4.95 12 NAILED- NAILED 6 1 6 4x12 6" 9 10= 6• g 4 8 5 NAILED NAILED 3x6 I I NAILED NAILED NAILED NAILED 1-3-10 ,1-9-4-1 7-11-7 Wif 1 0-5-10 5-2-3 =3 Plate Offsets(X 1)— [1:0-6-2,0-2-0] [4:0-4-4 0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) Ude" Ltd PLATES GRIP TCLL 20.0 Plate-Grip DOL 1.25 TC 0.79 Vert(LL) -0.08 4-5 >960 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.07 4-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No2 TOP CHORD Structural wood sheathing-.directly applied or,6-0-0 oc purlins, BOT CHORD 2x6-SP-No.2 except end verticals. WEBS 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied-or-B-5-9 oc-bracing. REACTIONS. (size) 4=Mechanical,5=0-11-5 Max Horz'5=41B(LC 5) Max Uplift 4=-935(LC 5),5=1025(LC 8) Max Gra?4=765(LC 26),5=714(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)-orjess except when shown. TOP CHORD 1-2=-407/290,2-4=538/904 BOT CHORD 1-5=-179/396 NOTES- (9)- 1)Wind:ASCE 7-10;Vuft=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ft;B=45ft;L=6011t;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;eud-vertical-leftand right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord_live-load-nonconcurrent with any otheclive loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all-arees-where a rectangle a=6=0-tall-by-2-0-0_wide will fit between the bottom chord and any other members. ,11ti11t.ltlt j�rft 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 4=935,5=1025. �� C E N •�� �� 6)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)347 lb down and 410 lb up at •'' No 22839 7-0-1 4,and 347 lb down and 410 lb up at 7-0-14 on top chord. The design/selection of such connection deviGe(s)is the • .r responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). :. 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." � ;f• r..p�'� OF LOAD CASE(S) Standard �yi ' d P:•NZ;�. OR1 1)Dead+Roof UnformLoaVer lids(p �a21a23d�Lumber 0ncrease=1.25,Plate lncrease=1.25 �i��SslONAL C?�� Concentrated Loads(Ibj f1 tt11i111�^ Vert:6=8(F=4,B=-4)7=169(1`=85,B=85)8=125(F=63,13=63)9=125(F=62,B=62) Waltef:P SnnPENn 22839 MTTek USA)nc FC Wt.' . 6904ParkeEastBtvd 1am0aF133616. -date:: December 1,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Duality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Sufte 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type City Ply FJCotal Construction_2559822 WATERSONG T22025896 2332188_WATERSONG HJ7 Diagonal Hip Girder 5 1 , eference(optional Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 30 13:12:312020 Page 1 ID:JtH Sm_VepG 13hfwsRWAELZzvS?N-2TNgdHNGQBIHgu8Y2oLWMRQxRb5BEOYt7_BpQByE_JU 3-2-4 4-10-1 9-6-9 9 10 1 3-2-0 1-7-14 4-8-B IN 3 Scale=1:27.5 Special Special 4.95 12 7 NAILED NAILED 3x8 6 2 ^ 1 3x6 = 8 �' 9 10 6• NAILED 5 SUL26 NAILED 4 NAILED r3x6 ll SUR26 NAILED 2-8-9 9-10-1 2-8-9 7-1-8 Plate Offsets(),Y)— (1,,0-0-2,Edge1,,•f5:04-8;D-1-8) LOADING (psf)- SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip-DOL 1.25 TC 0.42 Vert(LL) -0.32 4-5 >246 240 MT20 244/190- 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 Harz(CT) 0.20 3 n/a file BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP-No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 3=fvlechanical,4=Mechanical,5=0-11-5 Max Harz 5=470(LC 8) Max Uplift-3==614(LC 8),4=263(LC 17),5=1882(LC 8) Max Grav 3=416(LC 28),4=428(LC 22),5=1902(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP-CHORD- 1-2=520/199,2-3=-427/321 BOT-CHORD 1-5=-97/470 VVCBS— 2-5=908/1158 NOTES- (13) 1)-Wind!7ASCE_7-10;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)This truss as heea designed for a-10.0-psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed fora-iive ioad of 20.Dpsf on the-bottom-chord in all areas where a rectangle 3-6-0 tali-by 2-0-0 wideAll will fit-between-the bottom-chord-and any other members ,♦1 �R P YYY 4)Refer to girder(s)for truss to truss connections. .. /y�r"YY 5)Refer to girder(s)for truss to truss connections. ,�`� \G�;N S•• y �i.0., 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� +' L r•�`. 3=614,4=263,5=1882. 7)Use Simpson Strong-Tie SUL26(6-1Odxl 112 Girder,6-1Odxl 112 Truss,Single Ply Girder)or equivalent at 4-2-15 from the left end No =22839' • to connect truss(es)to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 8)Use Simpson Strong-Tie SUR26(6-10dxl 1/2 Girder,6-10dxl 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. • •a: 9)Fill all nail holes where hanger is in contact with lumber. s` j(j 10)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. to.,0 •' �/"o` 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)348 lb down and 416 lb up at 110 O 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 Y •� �j' responsibility of others. 12)in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). j{l��ON Ai 13)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Waiter: flnn PE,6.22839 MiTek USA,Inc.Ft Cert:6634 . LOAD CASE(S) Standard 6904'Nrke EagtBldd Tampa FL 336111 0at6z Continued on page 2 . December 1,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.511912020 BEFORE USE. Design valid for use onlywfth MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �k 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 MITOW 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 ANSNTPII 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 FHJ7 Truss Type Qty Ply [job oastal Construction_2559822 WATERSONG 2332188_WATERSONG Diagonal Hip Girder 5 1 � Reference(optional T22025896 Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MiTek Industries,Inc. Mon Nov 30 13:12:31 2020 Page 2 ID:JtH Sm_VepG 13hfwsRWAELZzvS?N-2TNgdHN GQB IH gu8Y2oLWMRQxRb5BEOYt7_BpQByE_J U 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(1`=76,13=76)8=125(1`=63,13=63)9=588(F=294,B=294)10=188(F=94,B=94) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �6 a truss system.Before use,the building designer must verify the applicabilityof design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing p p iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regardingthe fabdcation,storage,delivery.erection and bracing of trusses and truss systems,see ANSUfP/1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. ' Safety/nfa matlon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MO 20601 Tampa,FL 36610 Job Truss Truss Type City Ply Coastal Construction_2559822 WATERSONG T22025897 2332188_WATERSONG MGR MonopitchGrder 1 1 Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 30 13:12:32 2020 Page 1 ID:JtHSm_VepGl 3hfwsRWAELZzvS?N-WgxCrdN uBVt812jlbWslvfz2c7YkzXbOMewMzeyE_JT 5-0-0 5-0-0 2x4 II 2 Scale=1:26.1 7.00 12 4x6 i 1 1Li 6' 5 6 6• g 4 LUS26 LUS26 3 1.5x8 STP= 4x5 = ire II 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DiOL 1.25 TC 0.65 Vert(LL) 0.15 3-4 >389 24D- MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0:13 3-4 >448 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code-FBC2017/rP12014 Matrix-P Weight:39 lb FT=20% LUMBER- BRAZNG= 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 direcW applied or 9-0-8 oc bracing. REACTIONS. (size) 3--Mechanical,4=0-8-0 Max Horz 4=469(LC 5) Max Uplift 3=-1117(LC 5),4=1314(LC 8) Max Grav 3=970(LC 25),4=1238(LC 1) FORCES. (lb)-Max.Coml:rdMa:-Ten.-All forces 250(lb)or less except when shown. TOP-CHORD 1-2=287/136,2-3=247/260 BOT CHORD 3-4=-456/232 WEBS 1-3=-201/343 NOTES- (9) 1)Wind:ASCE-7-10;Vult=180mph(3-second gust)Vasd=139mph,TCDL=42osi;BCDL=3.Opsf;h=35ft;6=45ft;L=60ft;eave=7ff;Cat. 11;Exp D;Encl.,GCpi=O..8;:'•ir'v.,FRS-(directional);cantilever left and right exposed;end verticalAel and-righ`,-e>Nosed;-L-umber DOL=1.60 plate grip DOL=1.60 2;ThiS2russ has-been-designed fora 10.0 psf bottom-chord-live load_nonconcurrent with any other live loads. 3)'This truss has been designed fora live load of 20.0psf-on+he-bottom chord in all areas where a rectangle-3-6-0 tall by 2-0-O-wide— wilrfrt uetweertfhe-bottom chord and any other members. ``�i1«111d/, 4)Refer to girder(s)for-truss to truss connections. nn IF ' v 'r 5)Provide mechanical connection-(by others)of truss to bearing plate capable of withstanding 1 OplsN-a,j^i^.$)except Gt=lb) 3=1117,4=1314. �G E.N 3 • ''� .d. 6)Use Simpson Strong-Tie LUS26(4-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at :." V �• 1-0-12 from the left end to 3-0-12 to connect truss(es)to front face of bottom chord. • 7)Fill all nail holes where hanger is in contact with lumber. •. N O •2283.9 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). "-' 9)'This manufactured product is designed as an individual building component. The suitability and use of this Component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0 rl �` • OF LOAD CASE(S) Standard i 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0i�'�• ( ©��f��`�� Uniform Loads Vert 1(2'�72,3-4=20 i�� ``ts/O Concentrated Loads(lb) Vert:5=-862(F)6=B61(F) Walter P Rnn PE NQ 22839 MiTek USA,Inc.FL Cert'6634 6904 Parke East Blvd Tampa FL 336W datai December 1,2020 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �k a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 P23JobITruss Truss Type Qty Ply Coastal Construction_2559822 WATERSONGT22025698 32188_WATERSONG VT Valley 1 1 � Job Reference(optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.240 s Mar 9 2020 MTek Industries,Inc. Mon Nov 30 13:12:33 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-_sUa2zOXyo??vC Ix9DN_SsVM200ti?QAalgvV4yE_JS 3-0-0 3-0-0 2x4 11 Scale=1:11.6 2 7.01) 12 1 v 6 3 3x4 G 2x4-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udef1 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25— TC 0.09 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 FBC20171TP12014 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 Gc 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=113(LC 12) Max Grav 1=95(LC 17).3=123(LC 17) FORCES. (Ba)--Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (6) 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)Vasd=139mph;TCDL=4.2psf;BCDL=3.Opsf;h=35ff;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone,cantilever-left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for-reactions shown;Lumber DOL=1.60 plate grip DOL=1.60- 2)Gable requires continuous bottom chord bearing. 3)Tms t uss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any-other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord.in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord-and-any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except at=lb) —6 This-manufactured roductis-d Individual building component. The suitability and use of this component for an >►�+���x� P eslgnedasan� 9 P tY P Y +♦� -,(ER P • particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' .� �GE'NS •2 �. �. •. No 2283.9` . s �4* Walter:P Finn PE Nn22839 :MiT6Ik'0SAi Inc.FL Cert 6634 690 Parke EastflEl Tampa FL-33610; -Uatei December 1,2020 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/1912020 BEFORE USE. Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not �6 a truss system.Before use,the building designer must vedy the applicability of design parameters and properly incorporate this design into the overall Mew building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Itli� ew is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 quality 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 i oymbols Numb&ingto en r l Safety Notes R'LATE LOCATION AND ORIENTATION iI '�ensions shown in fit-in= Center plate on joint unless x,y 6 4-8_ di Failure to Follow Could Cause Property ,sixteenths 4 offsets are indicated. I (Drawings not to scale) Dliamage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. 1 ss bracing must be designed by an engineer.For cr-� 0-3 Me truss spacing,individual lateral braces themselves 0_�161 WEBS c3 4 bracing should be considered. Tor I rry 4 3. Nelrer exceed the design loading shown and never pstack materials on inadequately braced trusses. G) I U 4. Provide copies of this truss design to the building C, n- designer,erection supervisor,property owner and cr-e cs- cs-s O0 all other interested parties. For 4 x 2 orientation,locate BOTTO CHORDS plates 0- lie'from outside 1 5. Cut members to bear tightly against each other. edge of truss. a# 7 6 5 6. lace plates on each face of truss at each oint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCNVISE ocetions are regulated by ANSI/TPI 1. AROUND THE TRUSS STARTING AT THE JOINT FARTHEbT TO required direction of slots in 7. Design assumes trusses will be suitably protected from connector plates. TOO LEFT. the environment in accord with ANSUTPI 1. &ORD$AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber "Plate location details available in MiTek 2d/?.0 NUMBE 3/LETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES keports: 10.Camber is a non-structural consideration and is the The first dimension is the plate - I responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and LATERAL BRACING LOCATION- - in all respects,equal to or better than that specified. Indicated by symbol shown and/or russes are designed for wind loads in the plane of the 13.Top chords must be sheathed or pudins provided at by text in the bracing section of the t us unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Climber design value's are in accordance with ANSI/TPI 1 I or less,if no ceiling is installed,unless otherwise noted. suction 6.3 These truss designs'rely on lumber values BEARING established by others. J5.Connections not shown are the responsibility of others. 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved reaction section indicates joint 17.Install and load vertically unless indicated otherwise. occu number whereIsfobearings crushing y project engineer before use. y p p Min size shown is for crushin Onl environmental,health or performance risks.Consult with 18.Use of green or treated lumber may pose unacceptable Industry Standards' 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal is not pictures)before use.Reviewing pictures alone 9 P is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. Mi ; 20.Design assumes manufacture in accordance with BCSI• Building Component Safety Information, ANSIlTPI 1 Quality Criteria. Guide to Good Practice for Handling, 21.The design does not take Into account any dynamic Installing&Bracing of Metal Plate g or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020