Loading...
HomeMy WebLinkAboutTrussARROW ON'THE TRUSS REPRESENTS ITS LEFT END 9-00-00 tiC) U U { CO LO Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q CJ1 CJ3 — J CJ5 N - ER U o EJ7 �. r F EJ7 a � irL w EJ7 EJ7 0 0 0o EJ7 EJ7., M EJ7 101 5-00-00 O O o O: O o O O O: 4 O O O O. O O O O O O O O O O 1 1 EJ7 0 0 0 0 0 0 0 0 0 0 I I I l 0 0 0 0 o N N N N N N N N N N N N N 0o EJ7 EJ7 CJ5 CJ3 Cil 0 0 ,0 65-08-0 Hatch Legend x x CONV. FRAMING BY BLD I 1st. LEVEL PT. HT. .III 3rd. LEVEL PT. HT. Builders Fir t ounce 1602 INDUSTRIAL PAR DR PLANT CIT FL Phone: (813) 7 9-59 2 Fax: 813 75 .153 http://www.blcr,.coni General Notes. - Per ANSI/TPI 1-2007 all " Uss to Wall" connections are the responsi ility of the Building 77-08-00 Designer, not the Truss Man fact rer. - Dimensions are Feet-Inche - Sixteenths. 62-08-00 6-00-00 Trusses are to be 24' o.c. nles noted otherwise (U.N.O.): - Trusses are not designed t j�sup ort. brick U.N.O. M Q Q Q Do not tut or modify truss without first = 0) I` LO Cl) contacting Builders FirstSour e. = r _ _ _ Immediately contact Build s Fi stSource if a ¢ a a ¢ a a¢ a a a a m co- m m m U U U m ' trusses are damaged, CA Connection Notes: - All hangers are to be Simp n o equivalent U.N.O. CJ3 Use Manufacturer's specific do s for all hanger connections U N 0 a - Use 10d x 1 1/2" Nails in h nge . connections to N CJ5 single ply roof girder trusses Floor Truss Notes: o - Shift truss as required to a old 'lumbing traps. o EJ7 - Installation Contractor and or F Id Sup@Fvisor 0 0 0 0 0 0 0 0 o are to verify all dimensions, rap ocationyf and 0 0 o c� o 0 0 0 5-00-00 options prior to installation o 0 0 0 0 0 0 o EJ7 Dimension Notes: N N N N N cA N N N - Drawing not to scale. Don t sc le dimefisions x EJ7 x x o — x x x o Roof: x x _ EJ7 o TCLL: 20 PSF x x EJ7 N TCDL: 16 PSF x BCDL: 10 PS EJ7 Floor: EJ7 TCLL: N/A CJ5 TCDL: N/A g o E g o i o t o BCDL: N/A 0 0 0 0 0 0 o 0 0 0 0 VT CJ3 N N N N N N N N N �'KWind: EJ CA Velocity: 180 1IIPI-I EJ7A ``"'' EJ7 Exp. Cat.: D o EJ LO M y�� o � o Occup. Cat.: II r y CJ5 CJ5 o LORo®f pitch: 7/°12 ciaCJ3 Cantilever: 24' CA ' COAST LO 00 U U U U CONSTRUCTION AND 0 5-00-00 q 6-00-00 DESIGN 4800 WATERSONO. (AV1/#: 24 3991). B O.L:: EVEN WITH 1st. LEVEL ROOF TRUSSES. R. Elevation N/A. Options: . Designed bY:CM Layout 2433991 4800 WATE iSO G LAY Date: 08/25/20 Revision History: Rev1: Rev2: Comments:.... SCALE. N.T.S. SHEET NOT FOR SCALE 1 of 1 Y F100 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. He[( RE: 2433991_4800_WATERSONG - Coastal Construction_2433991_WATERSON%!Tek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: COASTAL CONSTRUCTION AND DESIGN Project Name: - ModeITT4'hA 334btV&TERSONG --Lot/Block:..31 Address:` A800 WATERSONG 1NAY - 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 Roof Load: 46.0 psf Floor Load: N/A psf This package includes 27 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21115918 A 8/25/20 23 T21115940 ERA 8/25/20 2 T21115919 Al 8/25/20 24 T21115941 HJ 8/25/20 3 T21115920 AH7 8/25/20 25 T21115942 HJ7 8/25/20 4 T21115921 AH7A 8/25/20 26 T21115943 MGR 8/25/20 5 T21115922 AH9 8/25/20 27 T21115944 VT 8/25/20 6 T21115923 AH9A 8/25/20 7 T21115924 AH11 8/25/20 8 T21115925 AH 11 A 8/25/20 9 T21115926 AH 13 8/25/20 10 T-21115927 AH 15 8/25/20 11 T21115928 AH 15A 8/25/20 12 T21115929 AH 17A 8/25/20 13 T21115930 B 8/25/20 14 T21115931 B1 8/25/20 15 T21115932 BH7 8/25/20 16 T2111593BH9 8/25/20 17 T21115934 8/25/20 ®�� 18 T21115935 CA CA 1 8/25/20 19 T21115936 CJ3 8/25/20 �ILE 20 T21115937 CJ5 8/25/20 21 T21115938 EJ 8/25/20- 22 T21115939 EJ 1- 8/25/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. 0t1N under my direct supervision based on the parameters .VFW*"i� provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin 0 $;182 My license renewal date for the state of Florida is February 28, 2021. X. IMPORTANT NOTE: The seal on these truss component designs is a certification STATE:: that the engineer named is licensed in the jurisdiction(s) identified and that the ANUTSPI �. r designs comply with 1. These designs are based upon parameters loads, dimensions, design ���s �• �,; +:�� shown (e.g., supports, shapes and codes), which weregiven ,;� to MiTek or TRENCO. Any r e ion included is f or MITews or purp soject s not taken inintoaccount in the TRENCO's customers file reference only,cific and was preparation of these designs. MiTek or TRENCO has not independently verified the Joaqu n Velez PE No68182.. applicability of the design parameters or the designs for any particular building. Before use, tdIlETekUsk InG FLCeR6634 the building designer should verify applicability of design parameters and properly 6904 Parke'Fa§fBlvd,;Tampa.EL 33$10; incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. August 25,2020 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply Coastal Construction_2433991_WATERSONG T21115918 2433991-4800_WATERSO- A Roof Special 7 1 Job Reference o tional i3micier5 First Soume, Plant Glty, FL - 3Zbbb, ti.Z4U S Mar 9 ZUZU MI I eK Industries, Inc. I ue-AUg2b 14:Zti:M ZUZU rage 1 ID:JtH Sm_VepG13hfwsRWAELZzvS?N-oOLZ5Z77?xOAnHZIn imxQltvV M4C ROr4t2o5NDykHII 2-0-0 4-B-0 10.E-0 17.0-0 25.8-14 31-8.0 340.0 2-4-0 2-0-0 6.0.0 6-4-0 B-8-14 5- 1.- 2-4-0 5x6 = 7.00 12 6 3x4 I I 7 6x8 G 4 4x12 i 21 3x8 i 3 2 1 0 1 16 25 6x12 MT20HS = 3x4 = 20 19 18 4x6 = 13 14 avA 1.5x8-STP = 5x12 = -3x8 11 5x8 = 2x4 I I 10 11 0 0 . I� d ,2 3x4 = 1.5x8 STP = 7x10 = 34-m Scale = 1:74.9 LOADING (psi) TCLL 20,0 TCDL 16.0- BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC201-7/fP12014 CSI. TC 0.60 BC 0.88 WB 0.73 Matrix-SH DEFL. in (loc) I/dell Lid Vert(LL) 0.25 15-16 >999 240 Vert(CT) -0.31 15-16 >999 180 Horz(CT) 0.19 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 269 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6-SP-No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc puffins. BOT CHORD 2x6-SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 5-4-0 oc bracing: 17-19 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 6-15, 5-15, 9-12 REACTIONS: (size} 20=0-a-0, 12=0-6-0 Max Horn 20=689(LG 11) _.lax Uplift 20=-1864(LC 12), 12=1693(1-13 12) Max Grav 20=1579(LC 1), 12=1571(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=291/122, 2-3=184211935,-3-5=3122/2034, 5-6=-2182/-1558, 6-7=2937/2159, 7-9=-2588/1786, 9-10=-492/321, 10-11=-343/0 BOT CHORD 1-20=106/311, 19-20=-6321684, 17-19=1004/763, 3-17=990/796, 16-17=13261229T, 15-1$=1258/2235, 13-15=325/503, 7-15=728/668, 12-13=120511950, 11-12=0/273- WEBS 2-20=-2532/1723, 2-19=-1211/1806, 3-16=-448/526, 5-16=-40/374, 6-15=148112072, 5-15-1415/1016, 9-13_543/55B, 912=2427/1683, 10-12=-867/836. NOTES- (7) 1) Unbalanced roof live loads have been considered for -this -design. 2) Wind: ASCE 7-10; Vuh=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Dpsf;-h=35ft;.B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; EncL, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0--O-0-to 6-0-0, Intedor(1)-6-0-0 to 17-0-0, Exterior(2) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 34-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-Gfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle-3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2D=1864,12=1693. 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." August 25,2020 ® 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 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 Mew 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 Qualify 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 Construdior_2433991_WATERSONG 2433991_4800 WATERSO- Al ROOF TRUSS 11 1 T21115919 r:;. _ Job Reference (optional) - - - • - - -----• �. a mni a cucu — i ere inausvies, Inc. I ue Aug zo 74:ze:ul zuzu rage 1 ID:JtHSm_VepG13hfwsRWAELZzvS7N-GavxlvBlmEW1 PQBVLPHAyyQ_EmQgAPKE6YevfykHlk 2.4-0 12-10-4 17-0-o zt-1-12 34-0-0 2-0-0 10-6-4 4.1-12 14-1-12 12-1014 5x6 = 5 I� 1. .. 13 12 , , 10 "rO — 1.5x8 STP = BxB = 4x8 _ 1.5x8 STP = 3x8 II 4x6 = 6x8 = 3x8 II 34-0-0 Scale = 1:68.8 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TPI2014 CSI. TC 0.99 BC 0.86 WB 0.97 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud -0.65 13-15 >.539 240 -0.72 13-15 >492 180 0.03 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 243 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc purlins. 1-3,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. BOT CHORD 2x6 SP No.2 *Except* JOINTS 1 Brace at Jt(s): 16 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS; (size) 15=0-8-0, 10=0-8-0 Maxi IOrz 15=689(LC 10) Max Uplift 15=1752(LC 12), 10=1579(LC 12) Max Grav 15=1692(LC 17), 10=1692(L-C 18) FORCES. (lb) -Max-. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=898/449, 2-f=2811/1550, 4-5=6D81289, 5-6=608/289, 6-8=2811/1551, 8-9=927/518 B=HORD 1-15=-5511938; 13-15=963/1615,12-13=789/1891, 10-'12=676/956, 9-10=6761956 WEBS 6-12=-22/356, 8-12=-451/1766, 4-13=24/357, 2-13=-436/1743, 4-16=241611699, 6-16=-2416/1699, 5-16=271/385i 2-15=2564/1858, 8-10=2564/1836 NOTES- (8) nced roof live der -for this design. 2) WindIaASCE710; Vulloads 180mph (3-secondlgust)Vasd=1 9mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60f; eave=7ft; Cat. iA�`�QU'�' VF J 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 17-0-0,-Extedor(2) 17-0-0 to OP' f Ci E N- l ♦', . 23-D-0, Interior(1) 23-D-0 to 34-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C=C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.01b AC unit load placed on the top chord, 17-0-0 from left end, supported at two points, 5-D-0 apart. NO 6 $1'8;2y: 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *: 5) ` This truss has been designed for a live load of 20:0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.0psf. -� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) % � 15=1752, 10=1579. `p.. 5T OF 7) Load case(s) 1, 2, 3, 4, 5.6.7.8. 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they arecorrect for the intended use of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the.building designer per ANSI TPI 1 as referenced by the building code:' LOADCASE(S) Standard Joigtliii:VelePEIVo:68182: 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 M)TtkUSA;.incsFL'CBrt663: Uniform Loads (plf) '6909Parifefast731Yd.?ampaF Vert: 1-5=72, 5-9=72, 1-13=20, 12-13=30, 9-12=20 Ar rm rcf 7Y OnOn 'ontinued on page 2 .� ... ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i �1'�1�' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M KR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criter/a, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite Parke Earl Blvd. e 203 Waldorf, MD 20601 Tampa, Parke 36610 East Job Truss Truss Type Qty Ply Coastal Construdion_2433991_WATERSONG T21115919 2433991 4800 WATERSO- 1 ROOF TRUSS 11 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 19=75 20=75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25 Uniform Loads (pIf) Vert: 1-5=62, 5-9=62, 1-13=20, 12-13=60, 9-12=-20 Concentrated Loads (lb) Vert: 19=75 20=75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate-Increase=11.2 Uniform Loads (plf) - Concentrated Loads (lb) Vert: 19=75 20=75 4) Dead + 0.6 C-C Wnd (Pos_Intemal) Case 1: Lumber Increase=1.60, Plate Increase=l.E Uniform Loads (plf) Vert: 1-17=111, 5-17=91, 5-21=111, 9-21=91, 1-15=113, 13-15=6, 12-13=16, Horz: 1-17=119, 5-17=99, 5.21=119, 9-21=99 Concentrated Loads (lb) Vert: 19=75 20=75 8.240 s Mar 9 2020 MTek Industries, Inc. Tue-Aug 25 14:26:07 2020 Page-2 ID:JtHSm VepGl3hfwsRWAELZzvS7N-Gavxlv8lmEW1PQ8VLPHAyyQ_EmQgAPKEBYevfykHlk Plate Increase=1.25 10-12=6, 9-10=113 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber-Mcrease=1.60, Plate-fncrease=1.60 Uniform Loads (plf) Vert: 1-18=91, 6-18=111, 5-22=91, 9-22=111, 1-15=113, 13-15=6, 12-13=16, 10-12=6, 9-10=113 Horz: 1-18=99, 5-18=119, 5-22=99, 9-22=119 Concentrated Loads (lb) Vert:19=75 20=75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=131, 5-9=131, 1-15=0, 1345=20, 12-13=30,1D-12=W,, 9-1D=0 Horz: 1-5=99, 5-9=99 Concentrated Loads (lb) Vert: 19=75 20=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, 1-15=0, 13-15=20, 12-13=30, 1GA2=20, 9-10=0 Horz: 1-5=99, 5-9=99 Concentrated Loads (lb) Vert: 19=-75 20=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, 1-15=63, 13-15=6, 12-13=16, 9-12=6- Horz: 1-5=37, 5-9=70 Concentrated Loads (lb) Vert: 19=75 20=75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60-, Plate Increase=1.60- Uniform-Loads (plf) Vert: 1-5=61, 6-9 28, 1-13=6, 12-13=16, 10-12=-6� ?=_63- Horz: 1-5=70, 5-9=37 Concentrated Loads (lb) Vert: 19=75 20=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, 6-9=1, 1-15=49, 13-15=20, 12-13=30, 9-12=20 Horz: k5=36, 5-9=33 Concentrated Loads (lb) Vert: 19=75 20=75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1-60r?late Increase=1.60 - Un'dorn Loads (plf) Vert: 1-5=1, 6-9=-68, 1-13=20, 12-13=30, 10-12=20, 9-10=49 Horz: 1-5=33, 5-9=36 Concentrated Loads (lb) Vert: 19=75 20=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, 1-15=63, 13-15=6, 12-13=16, 9-12=6 Horz: 1-5=115, 5-9=115 Concentrated Loads (lb) Vert: 19=75 20=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, 12-13=16, 10-12=6, 9-10=63 Horz: 1-5=71, 5-9=71 Concentrated Loads (lb) Vert: 19=75 20=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 M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSVTPl1 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 206D1 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction 2433991_WATERSONG •- T21115919 2433991_4800_WATERSO- Al ROOF TRUSS 11 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Aug 2514:26:07 2020 Page 3 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-GavxlvBlmE W1 PQ8VLPHAyyQ_EmQgAPKE6iYevfykHlk LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=35, 5-9=35, 1-15=49, 13-15=20, 12-13=30, 9-12=20 Horz: 1-5=3, 5-9=3 Concentrated Loads (lb) Vert: 19=-75 20=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, 12-13=30, 10-12=20, 9-10=49 Horz: 1-5=3, 5-9=3 Vert: 19=75 20=75 t�'- ww -.,e • -v : i.. `_; J,d. 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, 12-13=-70, 9-12=-20 Concentrated Loads (lb) Vert: 19=75 20=75 17) Dead +0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind -(Neg.-Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=89; 59=37, 1-15=32, 13-15=20, 12-13=60, 9-12=20 Horz: 1-5=27, 5-9=25 Concentrated Loads (lb) Vert: 19-=75-20=75 18) Dead + 0.75 Roof Live (bal.) + 0.75-Uninhab. Attic Storage + 0:75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf)- Vert: 1-5=37, 5-9=89, 1-13=20, 12-13=60, 10-12=20, 9-10=32 Horz: 1-5=25, 5-9=27 Concentrated Loads (lb) Vert: 19=-75 20=75 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1 at Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=64, 5-9=64, 1-15=32, 13-15=20, 12-13=60, 9-12=20 Horz: 1-5=2, 5-9=2 Concentrated Loads (lb) Vert: 19=75 20=75- 20) Dead + 0.75-Roof Live (bal.) + 0.75 Uninhab. Attic Storage+ 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-5=64, 5-9=64, 1-13=20, 12-13=-60, 10-12=2D, 9-10=32 Holz: 1-5=2, 5-9=2 Concentrated Loads (lb) Vert: 19=75 20=75 21)_tst Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Un•Iforrn.Loads (plf) Vert: 1-5=72, 5-9=32, 1-13=20, 12-13=30, 9-12=20 Concentrated-Loads-(Ib)- Vert: 19=-75 20=75 22) 2nd Dead- + Roof Live (unbalanced): Lumbertncrease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=32, 5-9=72, 1-13=20,12-13=30, 942=20 Concentrated -Loads (lb) Vert: 19=75 20 -75 23) 3rd Dead + 0.75-Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate-Increase=1.25 Uniform Loads (plf) Vert: 1-5=62, 5-9=32; 1-13=20, 12-13=60, 9-12=-20 Concentrated Loads (Jh)_ Vert: 19=7520=75 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=32, 5-9=62, 1-13=20, 12-13=-60, 9-12=20 Concentrated Loads (lb) Vert: 19=-75 20-75 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSYTP11 Quality Criteria, DSB-89 and SCSI 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 Qty Ply Coastal Construction_2433991_WATERSONG T21115920 2433991_4800_WATERSO— H7 HIP GIRDER 1 Job Reference (optional) isuaaers rirst source, mam Lary, rL - dZ*00, t1.Z4u s mar a Zuzu mi I ex maustnes, Inc. I Ue Aug Zb 14:Zb:l t ZUZU rage i ID:JtHSm VepGl3hfwsRWAELZzvS?N-_VVPKGOPJn=uQwVSWM3gDYozjW3miPGzAG4ykHla 2-0-0 7.0-0 164-0 17-8-0 27-0.0 3'I-s-o 34-ao 2-1 4-&0 94-0 14-0 1 9b0 7.00 12 3x6 i 2 Special Special Special 5x8 = 2x4 II 3x6 II 5x6 = Special Special Special Special Special Special —Special 3 18 19 20 21 4 22 5 6 23 24 25 Special 5x8 = 7 Scale = 1:57.2 8 4 1 9 o - o I 3x4 = 17 16 26 27 15 28 29 14 30 18 QJ 31 32 12 33 34 11 10 3x4 = 1.5x8 STP = 4x6 = NAILED 4x6 = NAILED 1.5x8 STP = 4x6 = NAILED Ax8 = 1.5x8 STP = 3x6 II THJA26 NAILED NAILED- 3x4 = 6x8 = NAILED NAILED THJA26 3x6 ja NAILED NAILED 17-60 2-0-0 2 741-0 164-0 17h-027-0-0 348-0 34-0-0 29 4b0 9-" 1.0-0 9h-0 0-4-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ved(LL) 0.17 14-16 >999 240 M-T-20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.16 14-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) -0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 3-6: 2x6 SP M 26 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 17=D-8-0, 10=0-8-0, 13=0-8-0 Max Horz 17=287(LC 6) Max Uplift 17=2668(LC 8), 10=23306(LC 8), 13=4167(LC 8) Max Grav 17=1543(LC 39), 10=1428(LC 38), 13=2535(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1835/2653, 3-4=768/1404, 4-5=767/1404, 5-7=-766L1404, 7-8=-1628/2308, 8-9=176/254 BOT CHORD 16-17= 344/267, 14-16= 2181/1764, 13-14=-1095/879, 11-13=1762/1392 WEBS 2-17=-1634/2356, 2-16=-2310/1720, 3-16=-367/255, 3-14=969/1189, 4-14=230/363, 7-11=-409/386, 8-11=1859/1458, 8-10=-1429/1931, 5-13=1667/2688, 7-13 =729/827 Weight: 466 lb FT = 20% Structural�wood sheathing directly -applied or 6-0-0 oc purlins. Rigid -ceiling -directly applied or 6-0-0 oc bracing. NOTES- (14) 1) 2-plytruss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at D-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face -in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been Considered for this design. 4) Wind: ASCE 7-10; VuK=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 0=1b) 17=2668,10=2306,13=4167. 9) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 2ir71-10 from the left end.to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-1Od (0.148"xV) or 3-12d (0.148"x3.25) toe -nails per NDS guidlines. ��lilllllf/� y N o 68.i August 25,2020 ontinued on page 2 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1 W020 BEFORE USE. ' Design valid for use only with MIT&O 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 verifythe 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 MiTeW 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 ANSVrP/f Quality Criteda, DSB.69 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 otal Construction_2433991_WATERSONG ' T21115920 �Jco"Reference 2433991_4800_WATERS0- AH7 HIP GIRDER 1 n (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9.2020 MiTek Industries, Inc. TUB Aug 2514:26:17 2020 Page2 ID:JtHSm_VepGl3hfwsRWAEL7zvS7N_WjPKGOPJncczuQwVSWM3goYozjW3miPGzAG4ykHla NOTES- (14) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 890 lb down and 1126 lb up at 7-0-0, 330 Ib down and 425 Ib up at 9-0-12, 330 Ib down and 425 Ib up at 11-0-12, 330 Ib down and 425 Ib up at 13-0-12, 330 Ib down and 425 Ib up at 15-0-12, 330 Ib down and 425 Ib up at 16-11-4, 330 Ib down and 425 Ib up at 18-11-4, 330 Ib down and 425 Ib up at 20-11-4, 330 Ib down and 425 Ib up at 22-11-4, and 330 lbdown and 425 Ib up at 24-11-4, and 89D Ib down and 1126 lb up at 27-D-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 Increase4+ 25,-Plate Increase=1.25 Uniform Loads (pff) Concentrated Loads (lb) , Vert: 3=215(F) 6=111(F) 7=215(F) 16=145(F) 11=145(F) 18=111(F).19=111(F) 20=lll(F) 21=111(F) 22=111(F)23=-111(F)24=-11-1(F) 25=111(F) ® 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 MTek9 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?PH Quality Criteria, DSB­89 and BCS/ Building Component 6904 Parke East Blvd. SatetylMormallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2433991_WATERSONG T21115921 2433991-4800-WATERSO-C. AH7A ROOF SPECIAL GIRDER 1 n L Job Reference (optional) Builders First -Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Aug 25 14:26:18 2020 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS7N-Sh35cgHfAdvTD7TcUDzlvHNvnCHiFTTrewijoVVykHIZ 2-4-2 13.0-0 130-0 27-0-0 31-&0 34 1 240 laeo sao 11ao 410 zao 5x6 = 1.5x8 STP = 46 = 5x8 —_ 4x10 MT20HS = NAILED 5x8 = 1.5x8STP = 3x6 II HTU26 THJA26 3x8 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 -Except- 1-12: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 13=D-8-0, 8=0-8-0 Max Horz 13=527(LC 6) Max Uplift 13=2406(1_C 8), 8=3626(LC 8) Max Grav 13=1862(LC 36), 8=2968(LC 38) Scale = 1:62.4 CSI. DEFL. in (loc) UdeA {Jd PLATES GRIP TC 0.78 Vert(LL) 0.48 9-11 >738 240 MT20 2441190 BC 0.39 Vert(CT) 0.41 9-11 >853 180 MT20HS 187/143 WB 0.63 Horz(CT) -0.03 8 n/a n/a Matrix-SH Weight: 470 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=593/450, 2-3=2272/2622, 34=2224/2724, 4-5=3362/4224, 5-6=3898/4692, 6-7=316/343 BOT CHORD 1-13=637/673, 11-13=689/1133, 9-11=-4325/3772, 8-9=212/262, 7-8=212/262 WEBS 2-13=-1960/2660, 2-11=-1327/1724, 3-11=1820/1600, 4-11=-2455/3209, 4-9=1597/2005, 5-9=726/921, 6-9=4062/3605, 6-8=3394/4066 NOTES- (15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at G-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.- 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuh=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall -by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Gjt=lb) 13=2406, 8=3626. 10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 24-D-12 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 26-11-10 from the left end to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 76ratiIN#KI50'bt 2tes 3-10d (0.148"xT) or 3-12d (0.148"x3.25'1 toe -nails per NDS guidlines %t1111 11jt� .N�p�,C UIN V���A V. No, 6,81`82 August 25,2020 ® 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 Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIMP/f Quality Criteria, DSS49 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 Type Ply Coastal ConsWction_2433991_WATERSONG il :H7A T21115921 2433991_4800_WATERSO- ROOF SPECIAL GIRDER 1 1 n L Job Reference (optional) mai a cucu rvn i arc inuusmes, inc. i ue Aug Za w:Ztsnts ZUZU rage.z NOTES- (15) I D: JtHSm_VepG13hfwsRWAELZzvS7N-Sh35og HfAdvTD7TcU DzivH NvnCH iFTTrewijoWykH IZ 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 398 lb up at 24-11-4, and 890 lb down and 1126 lb up at 27-D-0 on top Chord. The design/selection of such connection device(s) Is the responsibility of others. 15) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 3-4=72, 4-5=72, 5-7=72, 1-7=20 Concentrated Loads (lb) •'--'e"'�^'a'hlE7t"'5�-29�1(B):3�r�i�8j=i'4=-93(B}�fi5==9T4�B)-1¢i=35(B)a.: _-_ _ -_ .�__.._ - -- �:�...=c�..:�.m�_.,.�-r��:�.�•.-xma.:+.-_.:,-:��-c -- --- ® 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 M7ek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mire• 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 ANSYM11 Quality Crtfeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Selety leformef/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2433991_WATERSONG T21115922 2433991_4800_WATERSO- H9 HIP 1 1 Job Reference (optional) Builders -First Source, Plant City -FL - 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Aug 25 14:26:19 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-wudUpDlHxw1 KrH2o2wU_RUw5SGZJC_vy7taSHLyykHIY i 2-4-0 9-0-0 i 16-4-0 i17-8-0 1 25-0-0 _ _ _ ____ i _ _ _____ 31-8-0 _ __ 34-0.0 2-1 6-8-0 7-4-0 1-4-0 7-4-0 6-8-0 5x8 = 3x8 11 3xB I I 4 5 5x8 = 1.5x8 STP = 4x6 = 4x6 1.5x8 STP = 46 4x8 = 1.5xB STP = 3x8 11 6x8 = 6x8 = 3x8 11 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 9.0.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 Scale = 1:57.2 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TC 0.72 Vert(LL) 0.18 13-15 >999 240 MT20 244/190 BC 0.67 Vert(CT) 0.17 13-15 >999 180 WB 0.68 Horz(CT) -0.02 9 n/a n/a Matrix-SH Weight: 244 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 1 Row at midpt 2-15, 3-13, 6-12 REACTIONS. (size) 16=0-8-0, 12=0-8-0, 9=0-8-0 Max Horz 16=368(LC 10) Max Uplift 16=1811(LC 12), 12=2232(LC 12). 9=1536(LC 12) Max Grav 16=979(LC 21), 12=1227(LC 1), 9=923(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All -forces 250 (lb) or less except when shown. TOP CHORD 2-3=849/1864, 3-4=-489/1047, 4-5=489/1048, 5-6=-489/1047, 6-7=750/1558, 7-8=102/287 BOT CHORD 15-16=-485/391, 13-15=118r/587, 12-13=-418/272, 10-12=928/484, 9-10=266/136, 8-9=266/136 WEBS 2=18=1271/1789, 2--15=4 117/536, 3-15=-722/232, 3-13=-456/1001, 4-13=266171, 6-12=3441708, 6-10=546/177, 7-10=746/401, 7-9=1187/1543, 5-12=632/1266 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;-BC-DL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. !I; 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 9-0-0, Extedor(2) 9-0-0 to 17-8-0, Interior(l) 17-8-0 to 25-0-0, Extedor(2) 25.0-0 to 33-5-13, Interior(1) 33-5-13 to 34-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;. Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has-been designed for a live load -of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2=0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 16=1811, 12=2232, 9=1536. 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." August 25,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5r192020 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 e 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 antl permanent bracing Mole Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Cdteds, 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 2433991_WATERSONG T21115923 2433991 4BOO WATERSO- AH9A ROOF SPECIAL 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Aug 25 14:26:20 2020 Page 1 ID:JtHSm VepGl3hfwsRWAEL7zvS?N-04Bs1MIviE9BTQd_ce0D_iSG2?wXjH185EBgtPykHIX 2.4-D 130-0 17-D-0 250.0 31-8.0 , I No r2-4D 10-8-0 4-D-0 B-0.0 6-8-0 2.110 Scale = 1:61.9 6x8 = I � 17k ' 15 14 18 6x8 i Le ch uA 2 0 o ED Ii 3x6 = 12 20 21 10 3x4 = 13 11 9 8' 1.5x8 STP = 4x6 = 4x6 = 1.5x8 STP = 5x8 __ 5x8 —_ 3x8 11 -3xB- 11 LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 8=0-8-0 Max Horz 13=527(LC 11) Max Uplift 13=1869(LC 12), 8=1696(LC 12) Max Grav 13=1564(LC 1). 8=1564(L-C 1) CSI. DEFL. in (loc) Udell Ud PLATES GRIP TC 0.73 Vert(LL) 0.13 9-11 >9.99 240 _MT20 244/190 BC 0.62 Vert(CT) -0.27 9-11 >999 180 WB 0.96 Horz(CT) -0.03 8 n/a n/a Matrix-SH Weight: 239lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied-or-4-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-6-oc-bracing. WEBS 1 Row at midpt 3-11, 4-11,4-9; 6-9- FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=772/412, 2-3=2284/1681, 3-4=2335/1837, 4-5=2053/1727, 5-6=-222311766 BOT CHORD 1-13=609/943, 11-13=650/1078, 9-11=1690/2232 WEBS 2-13=2314/1981, 2-11=-433/1055, 3-11=980/1278, 4-11 =-1 373/1357, 4-9=852/694, 5-9=-107/394, 6-9=1172/1342, 6-8=2137/11861 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--77 t Cat—.- 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 13-0-0, Exterior(2) 13-0-0-to 17-0-0, Interior(1) 17-0-0 to 25-0-0, Extedor(2) 25-0-0 to 31-0-0, Interior(1) 31-0-0 to 34-0-0 zone; cantilever left and right exposed ; end vertical left and -right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.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 Gt=lb) 13=1869, 8=1696. 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 designef per ANSI TPI 1 as referenced by the building code." U N 8� A. No 6:81."82 • r -OF' August 25,2020 ®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 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 vedfy 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, erection and bracing of trusses and truss systems, see ANSVTP/f quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformalion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2433991_WATERSONG T21115924 2433991_4800_WATERSO- AH11 HIP 1 1 Il Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s.Mar 9 2020 MiTek Industries, Inc. Tue Aug 25 14:26:08 2020 Page 1 ID:JtHSm_VepG13hfwsRWAELZzvS7N-kmTJWF9NXYeu1 aihv6oPVAyCci4wlvOxNLMHBS5ykHlj i 2-4-0 11-0-0 17-0-0 23-0-0 _ _ L _ __ _ _ _ 31-8-0 _ _ 34-0-0 2-4-0 &B-0 6-D-0 6-0-0 B-8-0 6x8 = V-V — 3x6 Il 15 LOADING (psf) SPACING- 2-D-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP -CHORD 2x6 SP-No.2 BOT CHORD 2x6 SP No:2 WEBS 2x4 SP No.3 2x4 11 6x8 = 17 184 19 20 5 4x6 = 6xB = ' 14 13 22 12 11 4x6 = 4x6 = 4x6 = 8 1.5x8 STP = 3)(6 11 Scale = 1:57.2 CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.76 Vert(LL) -0:03 8-9 >999 240 MT20 2441190 BC 0.24 Vert(CT) -0.07 B-9 >999 180 WB 0.37 Horz(CT) 0.01 8 n/a n/a Matrix-SH Weight: 248 lb FT = 20% BRACING - TOP -CHORD Structural wood sheathing directly applied or 5-7-11 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 1 Row at midpt 2-14, 3-12, 5-12 REACTIONS. All -bearings 16-0-0 except Qt=length) 8=D-8-0, 11=0-3-8. (lb) - Max-Horz 15-=-448(LC 10) -MmcUplift All -uplift 100 Ito or less at joints) 11 except-15=1004(LC 12), 14=364(LC 12), 8=-974(LC 12). 12=1192(LC 12) Max Gran All reacticrm - 50 lb or less at joint(s) 11 except 15=685(LC 21), 14=580(LC 17). 8=879(LC 18), 12=1015(LC 1) FORCES. -fib) -Max. Comp./Max. Ten.-- All forces 250 (lb) or less except when shown. TOP CHORD 1-2_-351/127, 2-3=506/400, 3-4=-377/389, 4-5=-377/389, 5-6=855/633, 6-7=383/236 BOT CHORD- 1-15=-208/453, 14-15=-416/760, 12-14=-227/36T, 11 -1 2=59/406, 9-11=-59/406, 8-9=333/482, 7-B=333/482 WEBS 2-15=1139/1131, 2-14=507/376, 3-14=327/360, 5-9=0/282, 6-9=232/286, _8=1345/1257, 3-12=311/327, 5-12=771/616, 4-12=-463/683 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. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C-Exterior(2).0-D-0 to 6-0.0, Interior(1) 6-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 23-0-0, Exterior(2) 23-0-0 to 31-8-0, Interior(1) 31-M=0 to-34=0.0 zone; cantilever left and right exposed. ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 11 except at --lb) 15=1004, 14=364, 8=974, 12=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." August 25,2020 ®WARNING - Vedfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/f Quality Crfteda, 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_2433991_WATERSONG T21115925 2433991_4800_WATERS0- AH11A HIP 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Aug 25 14:26:09 2020 Page 1 ID:JtHSm VepG13hfwsRWAELZzvS?N-CzOijbA?lsmlekHtSgJeINVMbaBQeCxWa011_XykHli 240_ 11-0-0 23-0-0 , 31-8-0 34-0-0 ' 2-4-0 ' 8-8-0 12-0-0 B-8.0 2-4-0 8x10 i 6xB 3 14 15 16 17 4 1.5x8 STP = 44 = 5x8 = 1.5xB STP = 3x8 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x6 SP No.2 *Except` 3-4: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except* 3-9: 2x4 SP No.2 4x6 = REACTIONS. (size) 12=0-8-0, 7=0-8-0 Max Horz 12=-448(LC 10) Max Uplift 12=1869(1_C 12), 7=1696(LC 12) Max Grav 12=1564(LC 1), 7=1564(LC 1) 4x6. = 3x8 11 Scale = 1:57.2 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.81 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 BC 0.53 Vert(CT) -0.25 9-10 >999 180 WB 0.58 Horz(CT) 0.02 7 n/a n/a Matrix-SH Weight: 234 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing. directly applied or 3-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-0-4 oc bracing: 9-10. WEBS 1 Row at midpt 2-10, 3-9, 5-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-400/154, 2-3=2102/1794, 3-4=1981/11120, 45=2102/1793, 56=-400/263 BOT CHORD 1-12=223/490, 10-12=-422/769, 9-1 0=1 106/1623, 7-9=333/490, 6-7=333/490 WEBS 2-12=2114/1956,-2=10==996/1313, 3-10=0/286, 3-9=-324/325, 4-9=13/286, 5-9=-995/1267, 5-7=-2114/1955 'NOTES= (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;-Vuft=IBOmph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 23-0-0, Exterior(2) 23-0-0 to 31-B-0, Interior(1) 31-B-0 to 34-0-0 zone; cantilever left and right exposed end -vertical left and right exposed;C-C for members and forces & MWFRS-for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss -has-been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at ce joints) expt lit=lb) 12=1869, 7=1696. -- - ' 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:' August 25,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component .not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. AddRional 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?P11 Quality criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Sefetylydormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Construction_2433991_WATERSONG T21115926 2433991_4800_WATERSO— 1 AH13 HIP 2 1 Job Reference (optional) t3unders First Source, Plant Grty,_FL - 320bb, ts.24u s-Mar bi zuzu mi I eK mdustnes, Inc. I ue Aug ZO 14:2b:1 U ZUZU rage i ID:JtHSm VepGl3hfwsRWAELZzvS7N-h9a4mBd39ucGus3DXgtab2aazT7NrYgogmlWykHlh 2-4-0 130-0 21-D-0 , 31-8.0 i 340.0 , 10-8.0 B-D-O 10-8.0 2-4.0 5x8 = SX8 = 3 15 16 4 1.5x8 STP = 5x6 = 5x6 = 1.5x8 STP = 3xB II 4x6 — 4x6 = 3x8 II Scale = 1:58.8 O I� 0 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-D-0 Plate Grip DOL 1.25 Lumber DOL- 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.60 BC 0.77 WB 0.62 Matrix-SH DEFL. in (loc) l/defl Ud Vert(LL) -0.53 10-12 >663 240 Vert(CT) -0.60 10-12 >588 180 Horz(CT) 0.03 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 `Except' TOP -CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins. 3-4: 2x6 SP No.2 BOT CHORD -Rigid ceiling directly applied or 7-4-3 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 2-10, 5-9 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0,-7=0-8-0 Max-Horz1-2=-529(LC 10) Max Uplift 1-2=a.369(LC 12), 7=1696(LC 12)- Max Grav 12=1594(LC 17), 7=1594(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=817/399, 2-3=2152/1732, 3-4=204&1759,—5=2152/1732, 5-6=-6171544 BOT CHORD- 1-12=621/990, 10-b2=736/-1335, 9-10=929/1486, 7-9=7_l8/990, 6-7=718/9910— WEBS 2-12=-2226/2096, 2-10=703/1360, 3-10=-6/301, 4-9=-4/300, 5-9=714/1378, 5-7=-2226/2096 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.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2j 0-0.0-to 6-0-0, Interior(1) 6-0-0 to 13-0-0, Extedor(2) 13-0-0 to ,xt►111111l1f1� `�1� UIN V 11� 29-5-13, Intedor(1) 29-513 to 34-D-0 zone; cantilever left and right exposed ; end vertical left and fight exposed,C-C for -members OP.Q and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� , �:*:' G E f ✓; V, 3) Provide adequate drainage to prevent water ponding. �: ��` V� tC i 4) This truss has been -designed for a 10.0 psf bottom chord live load nonconcurrent with any other live -loads. N o 681, 82 ' •: 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) 12=1869, 7=1696. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any si • , 5 4O F (� particular building is the responsibility -of the building designer per ANSI TPI 1 as referenced by the building code." ��,%, August 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew 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 AN&bTP11 quality CriteAa, DSB-89 and RCS/ Building Component 6904 Parke East Blvd. Sa►ety 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_2433991_WATERSONG T21115927 2433991-4800—WATERSO—C AH15 Hip 1 1 Job Reference (optional) _ • ••-• ---• •"•" `^'•sr• - vial a cucu con 1 ex rnuubule5, Inc. i ue Hug za r cza:7 7 zuzu rage i ID:JtHSm_VepGl3hfwsRWAEL7zvS7N-9L8SBHBGgTOTu2RGaFL67oalENng6C2p1 KW2QykHlg 2+i-0 4-SO 15-0-0 19-D-0 2SB•14 31-&0 340-0 2-4-0 24-0 10-4.0 4-0.0 6-8-14511-2 2-4-0 6x12 MT20HS = BXB = 3x6 I 7.00 12 5 22 23 6 7 .. - 4x6 i Bx14 MT20HSi 4 21 4x5 i 3 7 1 - 16 x = 3x4 = 20 19 18 5x8 = 13 3x-12 MT20HS = 14 1.5x8 STP = 5x12 = 3x8 I I 5x8 = 4x6 0 9 24 A 2x4 II 10 11 12 3x4 = 1.5x8 STP = 7x10 = 34-U Scale = 1:72.5 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS]. TC 0.60 BC 0.87 WB Q.99 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(LL) 0.19 14 >999 240 Vert(CT) -0.27 16-17 >999 180 Horz(CT) 0.18 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 274 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc pudins. 5-6: 2x6 SP No..2 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. Except: BOT CHORD 2x6 SP_No.2 4-2-0 oc bracing: 17-19 WEBS 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 3-16, 8-12 REACTIONS. (size) 20=0-8-0, 12=0-8-0 Max Horz 20=61O(LC 10) Max Uplift 20=1864(LC 12), 12=1693(LC 12) Max Grav 20=1579(LC 1). 12=1571(LC 1) FORCES. (lb) -Max. Comp./Max. Fen. -All forces 250 (lb) or less except when shown. TOP CHORD- 1-2=314/130, 2-3= 368/1258, 3-5=2438/1748, 5-6=2311/1819, 6-7=-265812112, 7-8=2365/1776, 8-10=562/367, 10-11=314/0 BOT CHORD 1-20=167/349, 19-2Q=542/5B4, 17-19=1222/1035; 3-17=1150/1086, 16-17=2045/3033, 15:1'6=709/1274, 13-15=328/519, 7-15=-6B4/617.,_12-13=1202/1794 WEBS 2-20=2405/1719, 2-19=1 657/21 B1, 5-16=76/404, 8-13=594/571, 10-12=877/873, 3-16=1616/1249, 6-16=303/559, 6-15=828/1082, 8-12=2150/1795 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=180mph (3-second gust) Vasd=139mph; TCDL=42psf; BCDL=3.Opsf; h=35ft; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-D-0 to 6-0-0, Intedor(1) 6-0-0 to 15-D-0, Exterior(2)15-0--0 to 27-5-13, Interior(l) 27-5-13 to 34-0-0 zone; cantilever left -and -right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf-bottom chord live load ndnwircurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the -bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) 20=1864, 12=1693. 8) 'This manufactured product is designed as an individual building -component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." :to NO, 68 i 82 ti +. August 25,2020 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MrrekS 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 iviiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 puallty Crhoda, OSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 69D4 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2433991_WATERSONG T21115928 2433991_4800_WATERSO- AH15A HIP 1 1 Job Reference o tional Builders First Source, Plant Gay, FL - 3zb66, b.z4U s mar to zU2U mi I eK Industries, inc. I ue Aug zb la:zwi' a zuzu rage l ID:JtHSm VepGl3hfwsRWAELZzvS?N-dYigLdCuanBKVCOSBysLfO7wMnADrklzG_FPbsykHlf I 2-4.0 B-6-0 15.0.0 19-0-0 , 25-6.0 31-8.0_ _ , _34-0.0 , 2-4-0 6-2-0 6.6.0 4-0-0 6.6.0 6-2-0 2-4-0 6x8 = 6xB = 7.00 12 4 17 18 5 1.5x8-STP = 4x6 = 3x4- — 3X4= 4x5 = 1.5x8 STP = 7x10 = 7x10 = Scale = 1:60.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.26 12-14 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.40 12-14 >890 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 245-lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6_SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-11 ocbracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 3-12, 6-11., 6 9 REACTIONS. (size) 14=0-8-0, 9=0-8-0 Max Horz 14=609(LC 11) Max -Uplift 14=1869(LC 12), 9=1696(LC 12) Max Grav 14=1589(LC 17), 9=1589(LC 1 B) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when Shown. - TOP CHORD 1-2=-485/15, 2-3=662/286, 3-4=2251/1715, 4-5=2073/1675, 5-6=2251/1716, 6-7=662/412, 7-8--486/15 BOT CHORD 1-14=1/387, 12-14=1191/1774, 11-12=669/1370-9-11=1200/1774, 8-9=4/387 WEBS 2-14=-842/866, 3-14=-2000/1729, 3-12=724/651, 4-12=327/579, 5-11=337/579, 6-11=-724/671, 6-9-2000/1729, 7=9=842/866 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2)-Wind: ASCE 7-10; VuK=180mph (3-second gust) Vasd=139mph TCDL-.-2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 15-0-0, Exterior(2) i1z0-0 :o 27-5-13, Interior(1) 27-5-13 to 34-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has-been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-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 1 OD lb uplift at joint(s) except (#=1b) 14=1869, 9=1696. 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." August 25,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTew Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 69D4 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_2433991_WATERSONG T21115929 433991_4800_WATERSO- AH17A Hip 1 1 il Job Reference (optional) tiumers hlrst Source, Vlarlt filly, FL - dZtbb, t1.z4U s mar 9 ZUZU mi I eK Inausmes, Inc. I ue Auglb 14:Z6:1 J ZUZU rage i ID:JtHSm VepG13hfwsRWAELZzvS?N-5kGCZyDWL4GB7LbehgOaCDg4?BUna8v6Ue?y7JykHIs 17-5-8 2-0-0 16.6-3 17rU,0 i 24-3-2 i 34-0-0 i 2Z 7.40 6-10-8 6-9-10 9-8-14 05-8 Scale=1:73.4 6x12 MT20HS = 7.00 12 6xB"' 4x6 i 4 16 3 15 3x6 2 1 0 1vA q • 10 13 14 1-.5x8STR = 7x10 = 12 -4x6 3x8 = 8 17 4' J 7 18 3x6 ll 8 9 LU 11 20 10 3x4 = 1 4x5 1.5x8 STP = 7x10 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate -Grip DOL 1.25 TC 0.65 Vert(LL) -0.19 12-14 >999 240 MT20 244/190 TCDL 16,0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.38 12-14 >926 180 MT20HS 187/143 BCLL 0.0- ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.05 10 n/a n/a BCDL 10;0 .Code FBC2017/TPI2014 Matrix-SH Weight: 242 lb FT = 20% LUMBER- BRACING - TOP -CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. BOT CHORD 2x6 SPTIo.2 BOT CHORD Rigid ceiling directly applied or 6 8-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 4-12, 6-12, 6-10, 5-12 REACTIONS. (size) 14-0-8-0; 10=0-8-0 Max Ho¢ 14=689(LC 10) Max-Upfift 14=1869r(LC 12); 10=1696(iC 12) Max Grav 14=1584(LC 17), 10=1580(LC 18) -FORCES. (Ib)— . Comp./Max. Ten. - All forces 25D (lb) or less except when shown. TOP CHORD 1-2=560/3, 2-4=865/422, 4-5=2336/1&40rr6=-2338/1643,-&_8=-884/564,. 8-9=-554/52 BOT CHORD IA4419/472, 12-14=1165/19JO, 10-12=-1176/1904, 9-10=-BO/470 WEBS 2-14=-1010/986, 444-- 964/1550, 4-12=913/834, 6-12=9121854, 6-10=1940/1530, 8-1 0=-1 029/1001, 5-12=-905/1380 NOTES- (7)_ 1) Unbalanced roof live loads have been considered-forthisdesign. 2) Wind: ASCE 7-10; Vu@=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional)and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1)-6-0-0 to 17-0-0; Extedor(2)17-M to 1``( 25-5-13, Interior(1) 25-5-13 to 34-0-0 zone; cantilever left and right exposed ; end -vertical left and right exposed;C-C for members r���U ,, OQ+ ,��i and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 %` 3) All plates are MT20 plates unless otherwise indicated. \.', F ' . 4) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' NO 68182 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 FA between the bottom chord and any other members, with BCDL = 10.Opsf. * 'd 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10D lb -uplift at joint(s) except Gt=iby 14=1869, 10=1696. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building -is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." -n wa. F ((� August 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19f2020 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mel( Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sefetylnformouon available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2433991_WATERSONG T21115930 2433991_4800_WATERSO- B COMMON 1 1 Job Reference (optional) t}ullOers mrsl bource, rlam L ry, rL - JZ000. C..44U s mar V LULU nn1I eK Inuubtrue , Inc. I ue AU9 zu I9.Zo:L I ZULU rage I ID:JtHSm VepGl3hfwsRWAELZzvS7N-sGIEEhJXTYH24aCB9LXSWv7WwPJGSIgIKtncNPrykHIW 2�-0 13-0-0 , 23-8-0 26-0-0 2-0-0 10-8 0 — 10 8-0 21 Scale = 1:53.1 3 1.5x8 STP = 4x8 = 1.5x8 STP = 3xB II 5x8 = 3x8 11 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.40 BC 0.40 WB 0.92 Matrix-SH DEFL. in Vert(LL) -0.05 Vert(CT) -0.11 Horz(CT) 0.01 (loc) Vdefl Ud 6-7 >999 240 6-7 >999 180 6 rile n/a PLATES GRIP MT20 244/190 -Weight: 177 Ito 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 or-B 10-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 9=0-8-0 Max Horz 9=-527(LC 10) Max Uplift 6=1293(LC 12), 9=1471(LC 12) Max Grav 6=1196(LC 1), 9=1196(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=681/314, 2-3=1615/1065, 3-4=1615/1064, 4-5=-681/450 BOT CHORD 1-9=-501/838, 7-9=605/1083, 6-7=610/838, 5-6=61D/838 WEBS 3-7=0/367, 4-7=-414/713, 4-6=-1889/1620, 2-7=-387/686, 2-9=1889/1620 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 13-0-0, Exterior(2) 13-0-0 to 19-0-0, Interior(1) 19-0-0 to 26-0-0 zone; cantilever ieft-and right exposed ; end vertical left and -right exposed;C-C-formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=1293,9=1471. 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." 0.: August 25,2020 ® 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 propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mew 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 end truss systems, see ANS11nPl1 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Saferylnfornratlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Construction_2433991_WATERSONG T21115931 2433_991_4800WATERSO- B1 COMMON 2 1 Job Reference (optional) t3ullders I-Irst Source, Plant Glty, FL - 32S615, ld`ZZ s Mar u zuzu mi I eK mGWSIr1aS, Inc. I us Aug 20 l4:zo:zz zuzu rage i ID:JtHSm VepGl3hfwsRWAELZzvS?N-KTJcS1K9ErPviknNj32h37YdFpfzBDERZYgxxHykHIV -011 13-M 24-0-0 222 1041-0 11-0-0 8xio 3 is = 8 6 5 1.5x8 STP = 4x6 = 3x8 I I 3x8 11 5x8 = Scale = 1:53.4 LOADING (PSI) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CS1. TIC 0.68 $C 0.43 WB 0.83 Matrix-SH DEFL. in (loc) Well Lid Vert(LL) -0.08 5-6 >999 240 Vert(CT) -0.16 5-6 >999 180 Horz(CT) 0.02 5 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 168 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins, BOT CHORD 2x6 SP No.2 except -end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. 4-5: 2x6 SP No.2 REACTIONS. (size)- 8=M-0, 5=Mechanical Max Horz a=597(LC-11) Max -Uplift 8=1487(LC 12), 5=1053(W12,L Max Grav 8=1212(LC 1), 5=974(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=666/306, 2-3=1663/1095, 3-4=1633/1066, 4-5=1511/1081 BOT CHORD 1-8=-484/816, 6=8=714/1062, 5.6=612/817 WEBS 2-8=1904/1646, 2-6=376/714, 3-6=0/381, 4-6=261/679 NOTES- (8) 1) Unbalanced roof live loads have been considered forthis_design- 2) Wind: ASCE 7-10; Vuh=180mph (3-second gust) Vasd=139mphrTCDL=4.2psf; BCDL-=3.Opsf; h35ft; B=45ft; L=60ft; eave=7ft; Cat- ll; Exp D; Encl., GCpi=0.18; MWFRS-(directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 13-0-0, ExtedDr(2) 13-0-0 to t fl l l l)(jt�� 19-0-0, Interior(1) 19-0-0 to 23-9-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and f *�1 forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. y�AN ♦ , E jyJ,S, 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. V� 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 N'O 6$182 will fit between the bottom chord and any other members. • 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) except Gt=lb) w 8=1487, 5=1053. y'b 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any 33 - . F particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."�00 August 25,2020 ®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 verifythe applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DS949 and SCSI Building Component 6904 Parke East Blvd. Safetyln/orrnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction 2433991_WATERSONG T21115932 2433991_4800_WATERSO— BH7 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 25 14:26:24 2020 Page 1 ID: JtHSm_VepG 13hfwsRWAE17zvS?N-GrQNtj LPmTfdx2xm rU49BYdxFdGYf6ykDr910AykH IT 20 7-0-0 13-M 194W 23-8-0 26-M 22 4.8-0 6.0.0 6-0 0 44 2-4-0 Special 6x8 = Special 13 14 Special Special 6x8 = Special 15 4 16 Special Special 6x8 = 17 18 5 1.5x8STP = 6x8 = NAILED NAILED 5x6 = NAILED NAILED 6x8 = 1.5x8STP = 4x12 11 LOADING (psf) TOLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 THJA26 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x6 SP N0.2'Except- 3-5: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=287(LC 7) Max Uplift 12=3531(LC 8). 8=3353(LC 8) Max Grav 12=2108(LC 39), 8=2108(LC 38) NAILED THJA26 4x12 11 Scale = 1:43.4 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.71 Vert(LL) 0.34 9-11 >762 240 MT20 244/190 BC 0.68 Vert(CT) 0.31 9-11 >838 180 WB 0.95 Horz(CT) -0.05 8 n/a n/a Matrix-SH Weight: 176 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc-purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 3-2-10 oc bracing: 9-11. WEBS 1 Row at midpt 2-11. 6-9 FORCES. _(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=215/288, 2-3=2524/3708, 3-4=2198/3350, 4-5=-2199/3376, 5-6=2526/3736, 6-7=190/288 BOT--CHORD 11-12=-462/348, 9-11=-4179/2917 -WEBS- 2-12=-2183/3183, 2-11 =300212239, 3-11=-373/402, 4-11=-974/1506, 4-9=971/1506, 5-9=379/400, 6-9=3006/2250, 6-8=2162/3094 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=180mph (3-second-gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Dpsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D;Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=3531, 8=3353. 7) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to back face of bottom chord. 8) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 1 B-11-10 from the left end to connect truss(es) to -back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-1od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NOS gyidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 890 lb down and 1126 lb up at 7-0-0. 330 lb down and 425 lb up at 9-0-12, 330 lb down and 425 lb up at 11-0-12, 330 lb down and 425 lb up at 13-0-12, 330 lb down and 425 lb up at 14-11-4, and 330 lb down and 425 lb up at 16-11-4, and 890 lb down and 1126 lb up at 19-0-0 on top chord. The designtselection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any ;ontRarWW0r0agl0tbg is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 25,2020 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ull-7473 rev. 5/192020 BEFORE USE. " Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 oftrusses and truss systems, see ANSYM11 Quality Ct terfa, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. SaleWinformat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Is Type GIRDER Coastal 0 T21115932 Plant City, FL - 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Aug 2514:26:24 2020 Page 2 ID:JtH Sm_VepG 13hfwsR WAELZzvS 7N-GrO NtjLPmTfdx2xmrU498YdxFdGYf6ykOr910AykH IT LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 3-5=72, 5-7=72, 1-7=20 Concentrated Loads (lb) Vert: 3=215(B) 5=215(B) 11=145(B) 4=111(B) 9=145(B) 14=111(B) 15=111(B) 16=111(B) 17=111(B) 7:ca-'.�� �..,;s`*_'^"'_ "_�-: .-�•..i.;�.�--ate ®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 componenL not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall u building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord. members only. Additional temporary and permanent bracing I.always required for stability to /lt.' M1Te and 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/TPN Quality Criteria, DSB-89 and BCS1 Building Component R Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Construction_2433991 WATERSONG T21115933 2433991_4800_WATERSO- SH9 HIP 1 1 Job Reference (optional) tiunaers First bource, .clan Illy, FL - azaoo, o.tqu s mar a tutu mu erc rnaustnes, Inc. r ue mug Zo tv.m:co cucu rage r ID:JtHSm VepGl3hfwsRWAELZzvS?N-12_143M2XmnUZCWyOBbOhIA880hoOgJtFVvbYcykHIS 2� 0 9-0-0 13-" 17-0.0 + 23-M 26-0-0 2� 0 6 B-0 4-0-0 4-M 648-0 2 4 0 Scale = 1:43.4 4x6 11 2x4 I I 4x6 I I 3 4 5 0 06 15 I� 11 bx6 — 1.5x8-STP = Sx8 = 1.5x8 STP = 3x8 I I 3x8 I I LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.58 BC 0.36 WB 0.49 Matrix-SH DEFL. in Ven(LL) 0.11 Vert(CT) -0.20 Horz(CT) 0.01 (loc) Vdefl Lid 9 >999 _240 9-11 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 171 lb FT = 20% LUMBER- BRACING - TOP CHORD 2z6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD 2x6 SP-No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-9. 6-9 REACTIONS. (size) 11=0-8-0, 8=0-8-0 Max Horz 11=369(LC 11) Max Uplift 11-1471(LC 12). 8=1293(LC 12) Max Grav 11=1196(LC 1). 8=1196(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) orless except when shown. TOP CHORD 1-2=365/102, 2-3=145011287, 3-4=1381/1291, 4-5=1381/1291, 5-6=1450/1287, 6-7=382/110 BOTLHORD 1-11_ 127/369, 9-11=-466/738, 8-9=135/386, 7-9=135/386 WEBS 2-11=-1485/1508, 2-9=-843/977, 6-9=844/991, 6-8=1485/1587, 4-9=10/306 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCU 1D; Vu@=180mph (3-second gusty Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=601t; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 9-0-0, Exterior(2) 9-0-0 to 25-5-13, Interior(1) 25-5-13 to-26-D-0 zone; cantilever left -and right exposed ; end vertical left and -right exposed;C-C for members and forces & MWNFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)..Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom -chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-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 ft=lb) 11=1471, 8=1293. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." N o , s81"82; August 25,2020 ® 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 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 - MiTE: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 ANSI/TPH Quality Criteds, DSB-B9 and BCSI Buriding Component 6904 Parke East Blvd. Seretylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2433991_WATERSONG T21115934 2433991_4800_WATERSO- BH11 HIP 1 1 Job Reference (optional) Builders First -Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Aug 2514:26:23 2020 Page 1 ID:JtHSm_VepGl3MwsRWAELZzvS?N-oft_fNLn?9XmKuMZHmZwcK416D?7wmyaoBQUUjykH IU 2 4 0 11-0-0 13-0-0 15-0-0 23-M 26-0-0 i 29 8-&0 2.0.0 2 0- B-8-0 2-0-D 5x6 = 2x4 11 5x6 = 1.5x8-STP = 4x6 =5x8 = 1.5x8 STP = 3x8 11 3x8 11 Scale = 1:46.0 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TIC0.87 BC 0.38 WB 0.48 Matrix-SH DEFL. in Vert(LL) -0.06 Vert(CT) -0.12 Horz(CT) 0.01 (loc} Vdefl Ud 9-11 >999 240 9-11 >999 180 8 n/a n/a PLATES GRIP MT20-244/190 Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing -directly applied or 4-3-9 oc-purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-9, 6-9 REACTIONS. (size) 11=0-8D,-8=0-8-0 Max Horz 11=449(LC 11) Max Uplift 11=1471(LC 12), 8=1293(1_C 12) Max Grav, 11=1196(LC 1), 8=1196(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-451/187, 2-3=1511/1135, 3-4=1461/1223, 4-5=-1461/1223, 5-6=1511/1134, 6-7=-470/267 BOT CHORD 1-11=263.1.541, 9-11=507/951, 8-9=368/541, 7-8=368/541 WEBS 2-11 =1 720/1623, 2-9=-455/806, 4-9=0/334, 6-9=-465/821, 6-8=1720/1.622 NOTES- (7) 1) Unbalanced -roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-D-0 to-6=0=0,-Interior(1) 6-0-0 to 11-0-0, Exterior(2) 11-0-0 to 23-8-0, InteriorvIl 23-8-0 to 26-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali 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 (K=lb) 11=1471, 8=1293. 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:' ♦r�1`rul�rV�I�le n! i No 6,81'82,. August 25,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IAII-7473 rev. 5/192020 BEFORE USE. ° Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSr?P11 OuaW 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 City Ply Coastal Construction_2433991 WATERSONG T21115935 2433991 4800 WATERSO- CA Comer Jack 12 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 5.240 s Mar 9 202U MiTek Industries, Inc. TUB Aug 25 14:26:26 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAEL7zvS7N-DEY7HPNgH4vLBL58yu7dDziS205K7EE1U9eB42ykHIR 1-0.0 1-0-0 Scale = 1:8.5 7.00 12 2 3 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 1 n/r 120 TCDL 16.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 1 TAr 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix-P LUMBER- BRACING - PLATES GRIP MT20 2441190 Weight: 6 lb FT = 20% TOP CHORD 2x6 SP NQ.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. 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(1_C 12). 3=166(LC 12) Max Uplift 2=167JLC 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=3-18/124 BOT-CHORD 1-3=135/273 NOTES- (6) 1)-Wind:-ASCE 7-10; Vint=180mph (3second gust) Vasd=Mmph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; 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 8 MWFRS for reactions shown; Lumber DOL-1:60 plate grip DOL360 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) —*This truss has been designed-for_a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -will -fit between the bottom chordsndany other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection -(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=167. 6) 'This manufactured product is designed as an individual.building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code" N�o; 6:818`2; ;� ,ST OF Ijra FL 33610; August 25,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511 M020 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 WeV 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 ANSUTF11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 21570 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction2433991_WATERSONG _ T21115936 2433991_4800_WATERSO- CJ3 Comer Jack 12 1 Job Reference (optional) „..,,,.,., , „o,,,, y, � , 0 o.c9V s Ivrar a ZUGU rvii I eK Inuusines, Inc. I Ue Aug ZO 14:Zb:Zb ZUZU rage 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-DEY7HPNgH4vLBL58yu7dDziQVQ_D7EE1U9e842ykHIR 3-0-0 3-0-0 2 4 1.5x8 STP = Scale = 1:14.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) D.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) 0.04 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 340-0 oc puriins. 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 Harz 4=203(LC 12) Max Uplift 2=217(LC 12), 3=4a2(LC 1), 4=887(1_13 12) Max Grav 2=145(LC 17), 3=650(LC 12), 4=657(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. -NOTES- (6) 1)-Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; 13=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., 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 membeFs 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 between the bottom chord and any other members. 4) Refer to girder(s)-for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at-joint(s) except Qt=lb) 2=217, 3=492, 4=B87. 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." % UIN V. ��� i e� August 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfythe applicability of design parameters and properly 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPi1 Duality Crkedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Construction_2433991_WATERSONG 1 T21115937 2433991_4800_WATERSO- CJ5 Comer Jack 12 1 Job Reference (optional) tiunaers mrst Source, Plan[ Olty, FL - 32bbb, a.z4U s Mar 9 ZUZU M41Ex InDUSmes, Inc. I ue Aug 2b 14:215 2t 2UZU Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-hQ5W101201 CoVfLWcesmAFWagl?sgUAipOidVykHIO 5-0.0 5-0-0 2 0 c� -4 3 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0A5 Vert(LL) -0.02 3-4 >999 240 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 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanica44--0-6-D 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=248(LC 12), 4=431(LC--1)- FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-4=320/409 Scale = 1:20.5 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 540-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-2 oc tracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph_(3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3Apsf; h=35ft; B=45ft; L=_60ft; eave=71ft; Cat. II; Exp D; Encl., 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-ior-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 nosLon the bottom cbDrd in all areasxuhere a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss -to -truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding ? 00 lb uplift atjoint(s) except (jt=lb) 2=362, 3=154, 4=511. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 25,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ` Design valid for use only with 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 ANSIrTP/f Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safetylnformeflon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction 2433991 WATERSONG 2433991_4800_WATERSO- I EJ JACK -CLOSED 2 1 T21115938 Job Reference o tional 1 ue Aug co w:zo:zo zuzu rage i ID:JtHSm VepGl3hfwsRWAELZzvS?N-9dgti5Owph93QfEX4J95JOnb8Ebkb4yJxT7F9xykHIP 2-0 0 6-7-0 1 2-0-0 4-3-0 l Scale = 1:29.3 2x4 II 4 7 5 1.5x8 STP = 6x8 = 3x6 II 1.4-0 ,2-0-02r4-0 6-7-0 Mq. 1�n 'ruin Plate Offsets (X,Y)- f1:0-2-6 0-1-21 f7:0-4-4 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.01 6-7 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.02 6-7 >999 180 BCLL -0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 48lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SIP No 9 WEBS 2x4 SP-No.3 BOT CHORD REACTIONS. (size) 5=Mechanical, 7=0-8-0 Max Horz 7=489(LC 9)- Max-Uplift 5=337(LC 9), 7=626(LC 12) Max Grav 5=278(LC 17). 7=477(L"- FORCES. (lb) -Max. Comp./Max. Ten_- All forces 250 (lb) or less except when shown. TOP CHORD 12=427/129, 2-3=37M7.0, 3 6= —447 BOT CHORD 1-7=-105/407 6-7=4581667 WEBS 2-7=688/816,26=525/342 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 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. II; Exp D, Fncl., GCpi=0.18; MW RS (directional) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-10-8 zone; cantilever left and right exposed ; end vertical -left and-right-exposed;C-(--for members and forces & MW=RS 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 alive 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. 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 Gt=lb) 5=337, 7=626. 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." N'o! 6.818"2 ST OF �► )pa; FL 33610 August 25,2020 A WARNING - V.dfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51IM020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTF11 Quality Criteria, DSB49 and SCSI Building Component SafelylMormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2o601 6904 Parke East Blvd.- Tampa, Parke 3ast Job Truss Truss Type City Ply Coastal Construction 2433991-WATERSONG I T21115939 2433991_4800 WATERSO- EJ7 Jack -Open 19 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 7-0-0 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Aug 25 14:26:28 2020 Page 1 ID: JtH Sm_VepGl 3hfws RWAE LZzvS7 N-9dgti5Owph93Qf EX4J95J Onf TEdbb7kJxT7 F9xykH IP Scale = 1:26.4 1.5x8 STP = 2-0-0g]n 7-0-0 200 4-8-0 Plate Offsets (X,Y)- (1:0-0-8,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0-64 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 Incr YES WB 0.00 Horz(CT) -0.04 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrb(-SH Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceMing directly applied or 7-10-14oc 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=5115(1-C 12) Max Grav 2=265(LC 1 ..), 3=61-(LC 12), 4=481(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except -when shown. TOP CHORD 1-2=267/236 BOT CHORD 1-4=-439/554 NOTES- (6) 1) Wind: ASCE 7-10; VuR=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and-C-C Extedor(2)F0-0-0 to 6-0-0, Intedor(1) 6-D-0 to-6-11-;-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-ailareas where a rectangle 3-6-0-tall by 2-D-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=401, 4=515. 6) 'This manufactured product is designed as an individual building component. The suitability -and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 25,2020 ®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 andlor chord members only. Additional temporary and permanent bracing Mew 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 ANSOP/f Quality Criteria, DSB49 and BCSI Building Component 69114 Parke Earl 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_2433991_WATERSONG T21115940 2433991_4800_WATERSO— EJ7A Jack -Open 1 1 Job Reference (optional) ourruGi3 nl J1 JUurUe, 11-1 lily, 11 - JGUoo, c.zgU s rwar 7 GUN MI r eK inousines, inc. t ue Hug zo lq:zo:zu Zulu rage 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-dpEGwRPYa7Hw2ppjdlgKrbKowe2rKa TA7tohNykHIO 5-0-0 5-M Scale = 1:26.1 2 4 3 4x6 I I 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20-.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 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 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 27 lb FT = 20% LUMBER- fBRACING- TOP CHORD 2x6 SP No.2 "TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x6 SP=Noe2 except end verticals. WEBS 2x4-SP-No2- r,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 Uplif::4=-45(LC 12j;2=376(LC 12), 3=-59(LC_12) -Max--Grav 4=220(LC 1)-,2=238(LC 17), 3=951tC 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; Vuft=180mph{3secondgust)-Vasd=139mpti; TCDL=4.2psf; BCDL=_3.Cpsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and-G-C Exteriorl zone; cantilever left and -right exposed-; end vertical left and right exposed;C-C for -members and forces & MWFRS for reactions shown; LumberD0t='C60 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-of20.0psf on -the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottotnchord and any other -members. 4)-Refer to gtrder(s) for truss to truss connections. 5) Beadng atjoint(s) 4 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designershould verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4,-3 except (jt=lb) 2=376. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' �{lJlll�llt 60IN a . G E IV.S y> �- ND, 68182 9 of •.lit4 1: August 25,2020 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 Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ' building.desigh. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ' MITQiK• Is sways 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 ANShTPlf Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinfa mation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction 2433991 WATERSONG T21115941 2433991_4800_WATERSO- HJ DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 202U MITek Industries, Inc. Tue Aug 25_14:26:3U 202U Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS7N-57oe7mQALJPmfzOvBkBZOptyZ11f3u_cpncMDpykHIN 3-2-14 4.0-9 , 94-7 9-7-1j5 3 2-14 0-9.11 1 5314 0- 5x8 11 3 4 NAILED 34 11 SUR26 NAILED ono Scale = 1:30.1 LOADING (psi) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip0OL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017lTP12014 CSI. TC 0.79 BC 0.77 WB 0.59 Matrix-SH DEFL. in Vert(LL) -0.16 Vert(CT) -0.15 Horz(CT) 0.01 (loc) Udefl L/d 5-6 >442 240 5-6 >491 180 5 n/a n/a PLATES MT20 Weight: 63 lb GRIP 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood -sheathing directly applied or-6-0-0-oc-purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 6=D-11-5 Max Horz 6=48B(LC 5) Max Uplift 5=-830(LC 5), 6=1926(1_C 8) Max Grav 5=891(LC 22). 6=1883(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1221/745, 2-3=514/408, 3-5=377/600 BOT CHORD 1-6=-575/1208, 5.6=-750/1037 WEBS 2-6=970/1071.2-5=843/592 NOTES- (12) 1) Wind: ASCE 7-10; VuIt=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf, BCDL=3.Opsf; h=35ft; B=45ft; L=601t; eave=7ft; Cat. JI;J3cp D; Encl., GCpi=0.18� MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This ,cuss 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. 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 atjoint(s) except Gt=lb) 5=830, 6=1926. 6) Use Simpson Strong -Tie SUL26 (6-1Odxl 112 Girder, 6.10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 7) Use Simpson Strong -Tie SUR26 (6-10dx1 1/2 Girder, 6-10dx1 112 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. 8) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-10d (0.148"xT) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 348 lb down and 416 lb up at 7-0-14, and 348 lb down and 416 lb up at 7-0-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) '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►1I11111Y1jr���` No 6B,111 August 25,2020 'ontinued on page 2 ®WARNING - Vedfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/f Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sefetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply Coastal Construction_2433991_WATERSONG T21115941 2433991_4800_WATERSO— HJ DIAGONAL HIP GIRDER 1 1 1 Job Reference (optional) ounuurs rust auuice, riant uny, rt_ - az000, d.24u s mar U ZUZU MI eK mciustnes, Inc. I Ue AUg1S.1426:3U ZUZU Vage 2 I D:JtHSm_VepGl 3hfwsRWAELZzvS7N-57oe7m OALJ PmfzOvBkBZOptyZ1 If3u_cPncMDpykHIN 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, 1-5=20 Concentrated Loads (lb) Vert: 7=B(F=4, B=-4) 8=152(F=76, B=76) 9=125(F=63, B=63) 10=588(F=294, B=294) 11=188(F=94, B=94) _• ' .� __. � � �- ..tam ,.... J t ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for Use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITPrK• 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 Crlteda, DSB49 and BCSI Building Component 6904 Parke East Blvd. SafeW information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply CoastalConstruction_2433991_WATERSONG T21115942 2433991_4800 WATERSO- HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Builders First Source, Plant City, FL - 32555, 8.240 S Mar 9 202U MITeK Industries, Inc. Tue Aug 25 14:26:31 2UZU Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS7N-ZCLOL6RoBaXdH7z5lSiowOPD2RalloP5mdRMvmGykHIM 3-2-4 4-10-1 9-6-9 9,10,1 3-2-4 1-7-14 14-8-8 Scale = 1:27.5 NAILED 3x6 II SUR26 NAILED Plate Offsets MY)- [1:0-0-2,Edge], [5:0-4-8,0-1-8) 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 Horz(CT) 0.20 3 n/a n/a 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 purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=470(LC-8) Max Uplift 3=614(LC 8), 4=263(LC 17), 5=1882(1_C_B) Max Grav 3=416(LC 28), 4--428(LC 22). 5=1902(LC 27) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=520/199, 2-3=427/321 BOT CHORD 1-5=97/470 WEBS 2-5=908/1 f58 -NOTES- (13) 1) Wind: ASCE 7-10; Vuh=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=601t; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60-plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other -live loads. 3) ' This truss has been -designed for a live load of 20.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. -4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=614, 4=263, 5=1882. 7) Use Simpson Strong -Tie SUL26 (6-1 Odxl 112 Girder, 6-1 Odxl 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end to connect truss(es)-to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 8) Use Simpson Strong -Tie SUR26 (6-10dx1 1/2 Girder, 6-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in Contact with lumber. 10) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 348 lb down and 416 lb up at 7-0-14, and 348 lb down and 416 lb up at 7-0-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard August 25,2020 continued on page 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing. . M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salary Intormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Coastal Construction_2433991_WATERSONG 2433991_4800_WATERSO— HJ7 Diagonal Hip Girder 5 1 T21115942_ Builders First Source. Plant Ciw PI _ 39F _ _._ .- Job Reference (optional)RR uusmes, rnc. I ue Hug LD 14:Zb:37 ZUZU rage z ID:JtHSm VepGl3hfwsRWAELZzvS7N-ZCLOL6Ro6cXdH7z61SiowOPD2RalloP5mdRMvmGykHIM 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 (Ib) Vert: 6=B(F=-4, B=-4) 7=152(F=76, B=76) 8=125(F=63, B=63) 9=588(F=294, B=294) 10=188(F=94, B=94) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/1 quality Crlterfe, DSB-89 and BCSI Building Component SalibV in►ormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Tampa Parke East Job russ Truss Type Qty Ply Coastal Constructior_2433991_WATERSONG T21115943 2433991_4800_WATERS0—R ;MG �Monopitch Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-.32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 25 14:26:31 2020 Page 1 I D:JtHSm_VepG13hfwsRWAELZzvS?N-ZC LOL6Ro6cxdH7z61SiowOP9TRggoTumdRMvm GykH I M 5-0-0 5-0-0 2x4 II 2 e LUbZb LUJLC z 1.5x8 STP = 4x6 = Scale = 1:26.1 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.16 3-4 >351 240 MT20 244/190 TCDL 118.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.14 3-4 >405 180 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- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No:3 BOT CHORD Rigid ceiling directly applied or B-5-2 oc bracing. REACTIONS. (size) 3=Mechanical, 4=D-8-0 Max Horz 4=469(LC 5) Max Uplift 3=1200(LC 5), 4=1435(LC 6) Max Gram 3=1040(LC725), 4=1349(LC 1) FORCES. -(Ib) -ice Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TDP 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; Vuft=Mmph (3-second-gust) Vesd=139mph; TCDL�osf,-BC-DL=3.0psf; h--35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber —DOL=1.60 plate grip_DOL=1.60 2)_Tbjs 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 :A fit betweenthe bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss -to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=1200, 4=1435. 6) Use Simpson Strong -Tie L-US26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 3-0-12 to connect truss(es) to front -face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the -face of the truss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate increase=1.25 Uniform Loads (plf) . Vert: 12=92, 3-4=20 Concentrated Loads (lb) Vert: 5=955(F) 6=954(F) August 25,2020 ® 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 Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building componem, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply Coastal Construction_2433991 WATERSONG �russ T21115944 2433991_48D0_WATERSO-T Valley 1 1 Job Reference (optional) ouuua,a rna� o�w , rietn-.. uy, �� oco , mzL u s velar a LULU 101 eK mausines, Inc. I ue Augdo lv:zoaz zuzu rage i ID:JtHSm VepGl3hfwsRWAELZzvS?N-1OvOYSSRtwfUvGYIJ9D1TEyTvr9gXxjvs55TliykHIL 3-0-0 3-0.0 2x4 II 2 3 3x4 i Scale=1:11.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a nla 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 nla n/a BCDL 10:0 Code FBC2017lrP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-11-9, 3=2-11-9 Max Horz 1=141(LC 9) Max Uplift 1=88(LC 12), 3=113(LC 12) Max Grav 1=95(LC 17). 3=123(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: Structural wood sheathing directly applied or 340-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 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. II; Exp D; Encl., 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=1.60 plate grip_DOL=1.60 2)-Gable requires -continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed -for a live load of 20.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-upti t at joint(s) 1 except (jt=lb) 3=113. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �►�illii � �`i,r� EN..se No 68182y i August 25,2020 ®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 MOO 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/TIP/1 Quality Criteria, DSB49 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND; ORIE•:NTATION Cent�:r pjatd on joint unless x, y 4 offsets arse indicated. 6-4-8 dimensions shown In ft4n-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimens+s 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 orX-bracing, is always required. See BCSI. and fully: tubed teeth: TOP CHORDS 2. Truss bracing must be designed by an engineer. For 0AtB , CI-2 c2a wide truss spacing, individual lateral braces themselves or Tor I rabe i 1; CBS 4 G3v ccino nsiderreddative bracing sho duire Q m � �q Z3 s+ 3, Never exceed the design loading shown and never stack materials on Inadequately braced trusses. _ O IL �� a U 4. Provide copies of this truss design to the building O a. designer, erection supervisor, property owner and ~ c7a csa lcq 00 For 4 x Aorient6tion, locate all other interested parties. BOTTOM CHORDS plates 0-I `tip' from ojltside 5. Cut members to bear tightly against each other. edge of Tess. 8 7 6 5 6. Placa pl tes on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIlrPI 1. This syrnbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE required �8irection of slots in AROUND THE TRUSS STARTING AT THE JOINT -FARTHEST TO 7, Design assumes trusses will be suitably protected from connecio' plates. THE LEFT. the environment 1n accord with ANSIrrPI 1. CHORDS AND WEBS ARE IDENTIFIED BY END JQINT 8. Unlesg otherwise noted, moisture content of lumber "Plate location details av�llable in MiTek 20/20 NUMBERSILETTERS. Hall not ex0ed 191% at time of fabrication. software or upon request. - 9. Unless expissly noted, this design Is not applicable for .,I PRODUCT CODE APPROVALS use with fire 'retardant, preservative treated, or green lumber. PLATE SIZE [CC -ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice Is to 4 x 4 width measured perpendicular ESR-1311, ESR-13$2, ESR198$ _ 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 leng& parallel to slots. r - 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. I�dicated,�,y symbol shown and/or Trusses are designed for wind loads in the plane of the 13. Top chords must be sheathed or purlins provided at by text in , he bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANS14PI 1 14. Potlom chords require lateral bracing at 10 ft. spacing, r less, if no ceiling Is installed, unless otherwise noted. t section 6.3 These truss designs rely bn lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. j�dicates(location where bearings 16. Do not cut or alter truss member or plate without prior approval of an engineer. (Supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved I 17. Install and load vertically unless indicated otherwise. eaction iaction indicates joint Umber where bearings occur. Win size.shown is for Crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI(rPl1: National Desi n SDeCIfICat10 for Metal 9 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone n Plate Co�nected 4k/ood Truss Construction. is not sufficient. DSB-89: Design Standard'for Bracing. 20. Design assumes manufacture in accordance with BCSI: Building Compor:Ent Safety Information, ANSUTPI 1 Quality Criteria. Guide to Good P:-� ctice for Handling, Installing & Bracing of Meta Plate 9 �g } ' MiTek Engineering Referonce Sheet: MII-7478 rev. �/1 9/2020 or oche design does not take into account any dynamic or other loads gther than those expressly stated. Connected WooWrusses.