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HomeMy WebLinkAboutTRUSS 1-11-19® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 503948 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: JACKSON CONSTRUTION Project Name: NEWLAND RES. Moc ?a, FL33610-4115 Lot/Block: Subdivision: Address: 6513 DELEON AVE. City: FT. PIERCE State: F.L. 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: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 20 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# I Truss Name I Date No. I Seal# Truss Name Date 11/11/19 1 IT15997362JAl 1 1/11/19 118 1 T15997379 1 CJ5 12 1 T15997363 1 Al A 1 1 /11 /19 119 I T15997380 J EJ7 1 1 /11 /19 13 1 T15997364 1 A2 1 1 /11 /19 120 I T15997381 1 HJ7 1 1 /11 /19 14 1 T15997365 1 A2A 1 1 /11 /19 15 1 T15997366 1 A3 1 1 /11 /19 16 1 T1 5997367 1 MA 1 1 /11 /19 17 1 T15997368 1 A4 1 1 /11 /19 18 1 T1 5997369 1 A4A 11 /11 /19 19 T15997370 J A5 1 1 /11 /19 110 1 T15997371 I A5A 1 1/11/19 Ill IT15997372 I A6 1 1/11/19 112 1 T15997373 1 A6A 1 1 /11 /19 113 1 T1 5997374 1 A7 11 /11 /19 114 1 T15997375 1 A8 1 1 /11 /19 115 1 T15997376 1 A9 1 1/11/19 1 16 , 1 T15997377 1 CJ1 1 1/11/19 117 1T15997378 1 CJ3 1 1/11/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. R P. F/ ♦♦♦i P; No 2283 S TAT E OF ♦♦♦F<pR\V. -N ♦�S'S10NA� Walter P. Finn PE No.22839 MiTek USA Inc. FL.Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Finn, Walter 1 of 1 Job Truss Truss Type W Oty Ply T15997362 503948 At Hip Girder 1 1 Job Reference (optional) I IDDens Lumber l.o, ralm Cay, , rL u.a-ev a ­1 v a . v '. - � „ u.„� ' ,. — „ ..-1. � . �. - . -I- . ID:ikE4e4viWs5mxAlXnkijvkziV2K-74KPu4xLh1 R6ZMzonHgwo6cTEFCpDeoAYAAtmdzwTwM 2-4-0 7-0-0 10-8-0 14-4-0 20-3-2 26-4-0 32-4.14 38-4-0 43-0-0 45-4-0 2-4-03-8-0 3-B-0 5-11-2 6-0-14 6-0-14 5-11-2 4-8-0 Scale = 1:76.8 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 5.00 12 6x6 = 4x4 = 4x8 = 7x8 = 4x6 = 7x8 = 7x8 = 3 21 422 23 5 24 2526 6 27 28 2930 7 31 32 8 33 34 9 'Pam . . . . . . - 4x6 = 0 19 18 17 16 15 35 36 37 38 39 40 41 42 43 44 2x4 11 4x6 = 5x6 = 6x6 = 7x8 = 3x6 = 45 14 46 47 13 12 4x6 = 5x6 = 4x6 = 3x6 11 45-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.50 14-15 >688 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.41 14-15 >837 180 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) -0.06 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc pudins. 1-3,9-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-0-12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-16, 9-14 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 20=190/0-8-0, 17=2704/0-8-0, 12=1298/0-8-0 Iv m 0 Max Horz 20=-11O(LC 6) Max Uplift 20=-577(LC 32), 17=-3815(LC 8), 12=-1589(LC 8) Max Grav 20=198(LC 24), 17=2704(LC 1), 12=1300(LC 38) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 124/454, 3-4=-1058/1048, 4-5=-2573/1931, 5-6=-832/1119, 6-7=-831/1119, 7-8=-2373/3232, 8-9=-2631/3607, 9-10=-1770/2408 BOT CHORD 18-19= 444/253, 17-18=-1084/1227, 16-17=-1931/2758, 15-16=-3047/2350, 14-15=-3443/2618, 13-14— 2100/1585 WEBS 2-20=-214/446, 2-19= 324/209, 3-19=382/215, 3-18=-895/1243, 4-18=-949/581, 4-17=-1265/1946, 5-17=-1767/2376, 5-16=-4104/3029, 6-16=-440/570, 7-16=-1707/2339, 7-15= 413/417, 8-15=-304/440, 8-14=-376/434, 9-14=-1472/1216, 9-13=-272/179, 10-13=-2167/1622, 10-12=-1240/1632 ,%%%', NOTES- for design. %� P�......... • v_ E.N S''•. 1) Unbalanced roof live loads have been considered this ��% .• %G �' F �•.� �� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. �� II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate 4 NO 22839 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 i $ 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) It '. ,,����s 20=577, 17=3815, 12=1589. R 1 D P•��=% 10 Wafter P.'Rnn PE No.22839 MTek dSA, Inc. FL Cart 6t 9 6904'Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. f 0/0372015 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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, seeANSI/TPiI Quality Criteria, DSB-89 and BCSI Bu8ding Component 6904 Parke East Blvd. Safety Infonnatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 7 City Ply T15997362 503948 Al Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Co, Palm bay, hL ts.znu s uec 0 zuIb MI r eK rnausmes, inc. r-n dan i i ua:oo:ao zu ra raye 4 ID:ikE4e4viWs5mxAlXnkijvkziV2K-74KPu4xLhl R6ZMzonHgwo6cTEFCpDeoAYAAtmdzwTwM NOTES- 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 lb down and 292 lb up at 7-0-0, 124 lb down and 153 lb up at 9-0-12, 124 lb down and 153 lb up at 11-0-12, 124 lb down and 153 lb up at 13-0-12, 124 lb down and 153 lb up at 15-0-12, 124 lb down and 153 lb up at 17-0-12, 124 Ib down and 153 lb up at 19-0-12, 124 lb down and 153 lb up at 21-0-12, 124 lb down and 153 lb up at 22-8-0, 124 lb down and 153 lb up at 24-3-4, 124 lb down and 153 lb up at 26-3-4, 124 lb down and 153 lb up at 28-3-4, 124 lb down and 153 lb up at 30-3-4, 124 lb down and 153 lb up at 32-3-4, 124 lb down and 153 lb up at 34-3-4, and 124 lb down and 153 lb up at 36-3-4, and 169 lb down and 292 lb up at 38-4-0 on top chord, and 153,lb down and 194 lb up at 7-0-0, 30 lb down and 57 lb up at 9-0-12, 30 lb down and 57 lb up at 11-0-12, 30 lb down and 57 lb up at 13-0-12,,30 lb down and 95 lb up at 15-0-12, 30 lb down and 100 lb up at 17-0-12, 30 lb down and 100 lb up at 19-0-12, 30 lb down and 100 lb up at 21-0-12, 30 lb down and 100 lb up at 22-8-0, 30 lb down and 100 lb up at 24-3-4, 30 lb down and 100 lb up at 26-3-4, 30 lb down and 100 lb up at 28-3-4, 30 lb down and 100 lb up at 30-3-4, 30 lb down and 100 lb up at 32-3-4, 30 lb down and 100 lb up at 34-3-4, and 30 lb down and 100 lb up at 36-3-4, and 92 lb down and 297 lb up at 38-3-4 on bottom chord. The design/selection of such connection. device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 9-11=-54, 1-11=-20 Concentrated Loads (lb) Vert:3=-64(F) 9=-64(F) 19=46(F) 7=-41(F) 15=-12(F) 8=-41(F)14=-12(F) 13=46(F) 21=-41(F) 22=-41(F) 23=-41(F) 24=-41(F) 25=-41(F) 26=-41(F) 27=-41(F) 28=-41(F) 29=-41(F) 31=-41(F) 32=-41(F) 33=-41(F) 34=-41(F) 35=-12(F) 36=-12(F)37=-12(F) 38- 12(F) 39- 12(F) 40=-12(F) 41=-12(F) 42=-12(F) 43=-12(F) 44- 12(F) 45=-12(F) 46=-12(F) 47=-12(F) WARNING - V dry design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 1010312015 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, seeANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15997363 503948 AIIA Hip Girder 1 1 Job Reference (optional) I IDDettS Lumber GO, t-aim Iyay, , t-L 0- 3 - o cv io rvu i an a wwu,w, a— i .. oa, i , , oVc ID:ikE4e4viWs5mxA1 XnkijvkziV2K-Yf7XW6zE_yphQpiNSPEdQlE1 tSAGQ1 zcE8PXNyzwTwJ 2-40 7-0-0 12-1-8 17-4-12 22-8-0 27-11-4 33-2-8 38-4-0 43-0-0 14-0 2-4-0 4-8-0 5-1.8 5-3-4 5-3-4 5-3-4 5-3-4 5-1-8 48-0 2-40 6x8 MT20HS = 5.00 F12 5x12 = 3 21 22 4 23 4x4 = 8x12 MT20HS= 4x4 = 24 5 25 26 2728 6 2930 31 732 33 6xB MT20HS = 5x12 = 34 8 35 36 9 Scale = 1:76.1 C? co Iv 0 4Xb — 20 19 18 17 41 16 15 14 13 12 37 38 39 40 42 43 44 45 46 47 48 49 50 Bx14 = 2x4 II 8x12 MT20HS= 4xB = 8x12 MT20HS= 2x4 II 8x14 = 45-4-0 1 2-0-0 2,4 0 7-0-0 12-1-8 17-0.12 22-8-0 27.11-4 33-2-8 38-4-0 43-0-0 431-0 1 2-0-0 0 4 0 4-8-0 5-1-8 5-3-4 5-3-0 5-3-0 5.3-4 5-1-8 4-8-0 014102 -0-0 Plate Offsets (X,Y)-- [2:0-3-4,0-2-12], [3:0-4-0,0-2-2], [6:0-6-0,0-5-0], [9:0-4-0,0-2-2], [10:0-3-4,0-2-12], [12:0-0-11,0-1-10], [13:0-7-0,0-4-12], [15:0-6-0,0-4-12], [17:0-6-0 0-4-121[19:0-7-0 0-4-121 [20:0-0-11 0-1-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 1.49 16 >327 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 1.25 16 >390 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) -0.28 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 290 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except' TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins. 3-6,6-9: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 2-7-3 oc bracing. BOT CHORD 2x6 SP No.2 *Except' WEBS 1 Row at midpt 2-19, 4-19, 4-17, 8-15, 8-13, 10-13 15-17: 2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 20=2096/0-8-0, 12=2096/0-8-0 Max Horz 20=107(LC 7) Max Uplift 20=-2785(LC 8), 12=-2679(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/296, 2-3=-3188/4321, 3-4= 2876/3982, 4-5= 6840/9371, 5-6=-7323/10048, 6-7=-7323/10048, 7-8=-6840/9382, 8-9=-2876/4016, 9-10=-3188/4359, 10-11= 260/298 BOT CHORD 1-20=-270/239, 19-20— 351/309, 18-19=-7160/5389, 17-18=-7160/5389, 16-17=-9192/6880, 15-16=-9202/6849, 14-15=-7181/5335, 13-14=-7181/5335, 12-13=-271/239, 11-12=-271/239 WEBS 2-20=-1914/2595, 2-19=-3769/2757, 3-19=-1235/907, 4-19=-2894/3802, 4-18=-187/292, 4-17=-2300/1738, 5-17=-664/883, 5-16=-809/567, 6-16=-402/526, 7-16=-809/567, 10 13=637087/275777, , 10 12891 12/2554 187/292, 8-13= 2894/3787, 9-13=-1248/906, %%%P'.JeR... P. NOTES- �� : • �' �i 1) Unbalanced roof live loads have been considered for this design. NO 22839 to 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. ; ;• II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 * ; 3) Provide adequate drainage to prevent water ponding. �. 4) All plates are MT20 plates unless otherwise indicated. : 11 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o T E OF • 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i 0 '• .0 �� will fit between the bottom chord and any other members. �� '� �•.C� 0 P.' \��% O 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ,���s ''• R 1 .•'� C? �� 20=2785, 12=2679. ��i.AS O N A, Walter P.'Flnn PE No:22839 MlTek l)S , Inc. R. Ceft 6634 6904 Parke East Blvd. Talnpa FL 33610 Date: January 11,2019 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Cdleda, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlanovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15997363 503948 AM Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Go, Palm bay, rL 0.44U 5 vea o eU 1 o M! 1 en a wubuleb, 111U. Fu um 1 1 1 vo.00.00 - i a r aye c ID;ikE4e4viWs5mxA1 XnkijvkziV2K-Yf7XW 6zE_yphQpiNSPEdQIEitSAGQ1 zcE8PXNyzwTwJ NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 lb down and 292 lb up at 7-0-0, 124 lb down and 153 lb up at 9-0-12, 124 lb down and 153 lb up at 11-0-12, 124 lb down and 153 lb up at 13-0-12, 124 lb down and 153 lb up at 15-0-12, 124 lb down and 153 lb up at 17-0-12, 124 lb down and 153 lb up at 19-0-12, 124 lb down and 153 lb up at 21-0-12, 124 lb down and 153 lb up at 22-8-0, 124 lb down and 153 lb up at 24-3-4, 124 Ib down and 153 lb up at 26-3-4, 124 lb down and 153 lb up at 28-3-4, 124 lb down and 153 lb up at 30-3-4, 124 lb down. and 153 lb up at 32-3-4, 124 lb down and 153 lb up at 34-3-4, and 124 lb down and 153 lb up at 36-34, and 169 lb down and 292 lb up at 38-4-0 on top chord, and 92 lb down and 297 lb up at 7-0-0, 30 lb down and 100 lb up at 9-0-12, 30 lb down and 100 lb up at 11-0-12, 30 lb down and 100 lb up at 13-0-12, 30 lb down and 100 lb up at 15-0-12, 30 lb down and 100 lb up at 17-0-12, 30 lb down and 100 lb up at 19-0-12, 30 lb down and 100 lb up at 21-0-12, 30 lb down and 100 lb up at 22-8-0, 30 lb down and 100 lb up at 24-3-4, 30 lb down and 100 lb up at 26-3-4, 30 lb down and 100 lb up at 28-3-4, 30 lb down and 100 lb up at 30-3-4, 30 lb down and 100 lb up at 32-3-4, 30 lb down and 100 lb up at 34-3-4, and 30 lb down and 100 lb up at 36-3-4, and 92 lb down and 297 lb up at 38-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 3-9=-54, 9-11=-54, 1-11=-20 Concentrated Loads (lb) Vert: 3=-64(B) 9=-64(B) 19=46(B) 16=-12(B) 6=-41(B) 13=46(B) 21=-41(B) 22=-41(B) 23=-41(B) 24=-41(B) 25=-41(B) 26=-41(B) 28=-41(B) 29=-41(B) 31=41(B) 32= 41(B) 33= 41(B) 34=-41(B) 35=-41(B) 36=-41(B) 37=-12(B) 38=-12(B) 39=-12(B) 40=-12(B) 41- 12(B) 42=-12(B) 43- 12(B) 44=-12(B) 45=-12(B) 46- 12(B) 47=-12(13) 48=-12(13) 49=-12(B) 50- 12(B) Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2018 BEFORE USE. Design valid for use only with MlTek® 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, seeANSVTPII Quality Criteria, DSB-69 and SCSI Bullding Component 6904 Parke East Blvd. Safety Informatbnavallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply T15997364 503948 A2 Hip 1 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Jan 11 08:55:39 2019 rage 1 ID:ikE4e4viWs5mxA1 XnkijvkzjV2K-OrZwkS_sIGxY1 zHZ071szynAesYl9ULmSo84vPzwTwl 4-9-14 9-0-0 14-4-0 21-8.0 29-0-0 36-4-0 43-0-0 45.4-0 4-9-14 4-2-2 5.4-0 7-4-0 7-4-0 7-4.0 6-8-0 2-4-0 5x8 = 5.00 12 2x4 11 5x6 = 3x6 = 4 5 19 20 6 21 7 0 Scale = 1:76.8 5x6 = 4x6 = 16 15 14 13 12 11 4x6 = 3x6 = 3x6 = 5x8 = 7-0.0 6x6 = 33-5-5 6x8 = 6x6 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.15 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.32 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-S Weight: 224 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 op pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-14, 8-11 REACTIONS. (lb/size) 14=2004/0-8-0, 16=267/0-8-0, 11=1084/0-8-0 Max Harz 16=-143(LC.10) Max Uplift 14=-1455(LC 12), 16=-513(LC 12), 11=-636(LC 12) Max Grav 14=2004(LC 1), 16=284(LC 21), 11=1088(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/537, 4-5=-673/1072, 5-6=-677/1076, 6-7=-1017/698, 7-8=-1345/971, 8-9=-329/218 BOT CHORD 15-16=-430/0, 14-15=-525/96, 13-14=-287/709, 12-13— 877/1459, 11-12=-650/1142 WEBS 3-15=-312/276, 4-15=-505/260, 4-14= 949/1208, 5-14=-383/474, 6-14=-1990/1403, 6-13=-255/635, 7-13=-557/585, 7-12=-207/270, 8-12=-64/425, 3-16=-70/481, 8-11=-1156/918, 9-11=-375/605 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=1,60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf;'h=25ft; B=41ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Extedor(2) 9-0-0 to 16-0-14, Intedor(1) 16-0-14 to 36-4-0, Exterior(2) 36-4-0 to 43-4-14, Interior(1) 43-4-14 to 45-4-0 zone; cantilever left and. right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a.10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=1455, 16=513, 11=636. II►►IJ,I Is P. •... . E N .�Jr I, No 22839 01A OF ((� • 100 Q • �,� �►/�I�rnrr,��`` Wafter R'Flnn PE N622839 MITek USA, Inc. FL Cett 6634 6904 Parke East'Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall• building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary 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, seeANSIM11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15997365 503948 A2A Hip 1 1 Job Reference (optional) ribbetts Lumber Co, Palm Bay, FL 5.240 s Dec 6 2018 MI I ex industries, Inc. rn Jan 11 08:55:40 2019 rage 1 ID:ikE4e4vi W s5mxA1 XnkijvkziV2K-U271xo_U W a3Pf7slagG5VAJIcG_Hu_uvhSueRrzwTwH 4-9.14 9-0-0 15-10-0 22.8.0 29-6-0 36-4-0 40-6-2 45-4-0 4-9-14 4-2-2 6-10-0 6.10-0 6-10-0 6-1N 4-2-2 4-9-14 5x6 = 5x6 = 5.00 12 3x6 = 3x6 = 5x6 = 4 5 20 6 21 7 8 4Xb = 17 16 6x6 = 5xB = 14 6x6 = 13 5x8 = 12 6x6 = 45-4-0 Scale = 1:76.8 23 v 1 Iv 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.53 14-15 >921 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.67 14-15 >724 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 224 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-1-11 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-13 REACTIONS. (lb/size) 17=1677/0-8-0, 12=1677/0-8-0 Max Horz 17=-143(LC 10) Max Uplift 17— 1096(LC 12), 12=-990(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-320/111, 3-4=-2443/1705, 4-5= 2235/1656, 5-6=-3789/2665, 6-7=-3789/2665, 7-8=-2235/1656, 8-9=-2443/1705, 10-11— 320/111 BOT CHORD 1-17=-71/322, 16-17=-1071/1564, 15-16=-2310/3572, 14-15= 2599/4003, 13-14=-2331/3572, 12-13=-1050/1564, 11-12= 71/322 WEBS 3-16= 412l753, 4-16=-296/636, 5-16� 1579/1148, 5-15=-116/484, 6-15=-307/328, 6-14=-307/328, 7-14=-116/484, 7-13= 1579/1148, 8-13=-296/636, 9-13=-412/753, 3-17=-2148/1729, 2-17= 165/274, 9-12= 2148/1729, 10-12=-165/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 15-10-0, Interior(1) 15-10-0 to 36-4-0, Exterior(2) 36-4-0 to 43-4-14, Interior(1) 43-4-14 to 45-4-0 zone; cantilever 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 17=1096, 12=990. ,,`�%-J R ,P I .4, le % P�,' ... F/fir ♦♦♦�% . �', G E Al 5+ .; L ✓� No 22839 00 A F : 41 • T Wafter RTInn PE N6.22839 MITek dSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 © WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE Design valid for use only with MfTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not 'S a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 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, seeANSIM11 Qualify Criteria, DSB-89 and SCSI Building Component fi904 Parke East Blvd. Safety Informationavollabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15997366 503948 A3 Hip 1 1 ' Job Reference (optional) Tibbetts Lumber Cc, Palm Bay, FL ti.240 s Dec a 2ui is Mr I ex inausires, inc. rn uan i i 06:55:4 i zu ra rage i I D:i kE4e4vi W s5mxA1 Xnkijvkzi V2K-yEhg88?6 HtB FHH Ry7YnK2NsYug EUcQ42w6dB_HzwTwG 5-9-14 11-0-0 14-4-0 21-0-0 218-0 34-4-0 39-6-2 45-4.0 5-9-14 5-2-2 6.8-0 6-8-0 5-2-2 5-9-14 5.00 12 5x6 = 2x4 11 5x6 = 3x6 = 5x6 = 4 5 20 216 22 723 8 dI 0 4xb — 17 16 15 3x6 = 5x6 = 6x8 = 2-0-0 , 8-4-0 14.4-0 14 6x6 = Scale=1:76.8 v 1 Iv 6 13 12- 5xB = 6x6 = 43-4.0 , 45-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.17 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.35 14-15 >970 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 233lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-15 REACTIONS. (lb/size) 15=2030/0-8-0, 17=246/0-8-0, 12=1078/0-8-0 Max Horz 17=-175(LC 10) Max Uplift 15=-1490(LC 12), 17=-485(LC 12), 12=-627(LC 12) Max Grav 15=2030(LC 1), 17=280(LC 21), 12=108B(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/577, 4-5=-610/938, 5-6=-610/938, 6-7= 880/614, 7-8=-1125/911, 8-9=-1271/895, 10-11=-360/79 BOT CHORD 16-17=-501/1, 15-16=-579/443, 14-15=-107/467, 13-14=-561/1144, 12-13=-710/1029, 11-12=-44/356 WEBS 3-16=-339/358, 4-16=-735/339, 4-15=-752/979, 5-15=-316/398, 6-15=-1655/1215, 6-14=-360/718, 7-14— 464/530, 8-13=0/269, 3-17=-55/500, 2-17=-141/264, 9-12— 132?11258, 10-12=-158/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 18-0-14, Interior(1) 18-0-14 to 34-4-0, Exterior(2) 34-4-0 to 41-4-14, Interior(1) 41-4-14 to 45-4-0 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 15=1490, 17=485, 12=627. Ite 40 No 22839 X X 0 QA F �44 Walter P.'Rnn PE No.22839 Welk USA, Inc, FL Cert 6f 34 6904'Parke East Blvd. Tampa FL 33610 Date: January 11,2019 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MM7473 rev. 10/03/2015 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, seeANSVWIJ Quality CrBerla, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safoty Infonnatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15997367 503948 A3A Hip 1 1 Job Reference (optional Tibbetts Lumber Co, Palm Bay, FL 8.240 s Dee 6 2u18 MiTek ek industries, Inc. Fri Jan 11 08:65:42 2u1 a rage 7 ID:ikE4e4viWs5mxA1 Xnkijvk7iV2K-QQF2MTOk2BJ6uRO8hFIZbbPd44ZkLrUC9mNIWjzwTwF 5-9-14 11-0-0 18-9-15 26-6-1 34-4-0 39-6-2 45-4-0 5-9-14 1- 7-9-15 7-8-3 7.9.15 5-2-2 5-9-14 5x8 = 2x4 II 5x8 = 5.00 F12 4 195 20 21 6 22 5x6 = 7 Scale = 1:76.8 4x6 183 23 2x4 II 17 >;X6 24 2x4 II 2 9 1 10 4x6 = , � 4x6 = 16 15 14 13 12 11 6x6 = 5x6 = 5x8 = 2x4 11 5x8 = 6x6 = 45-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.41 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.53 13-14 >929 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 233lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-14, 6-14, 6-12 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 16=1677/0-8-0, 11=1677/0-8-0 Max Harz 16=175(LC 11) Max Uplift 16— 1096(LC 12), 11=-990(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-346/40, 3-4=-2467/1778, 4-5=-3223/2403, 5-6=-3223/2403, 6-7=-2241/1734, 7-8=-2467/1777, 9-10=-344/42 BOT CHORD 1-16=-5/339, 15-16— 1321/1836, 14-15=-1386/2228, 13-14=-2066/3224, 12-13=-2066/3224, 11-12=-1299/1835, 10-11=-6/337 WEBS 3-15=-196/529, 4-14=-864/1231, 5-14=442/535, 6-13=0/301, 6-12=-1220/858, 7-12=-256/593, 8-12=-197/532, 3-16=-2268/1965, 2-16— 179/324, 8-11=-2268/1963, 9-11=-180/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Extedor(2) 11-0-0 to 18-0-14, Interior(1) 18-0-14 to 34-4-0, Extedor(2) 34-4-0 to 41-4-14, Interior(1) 41-4-14 to 45-4-0 zone; cantilever 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=1096, 11=990. `111/"I -DER • P�• F�ti ��� i No 22839 i • �(/ ,O N A S?,,�v 11111111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 111I1-7473 rev. M3,2015 BEFORE USE. Design valid for use only with Mirek® 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, seeANSUIPII Quality Cdfado, DSB.89 and SCSI Bulldlnp Component 6904 Parke East Blvd. Safety Informafbnavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15997368 503948 A4 Hip 1 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Dec 6 2018 Mirek Industries, Inc. rn Jan 11 08:55:43 2019 f ID:ikE4e4viWs5mxA1 XnkijvkziV2K-ucpQZpl MpVRzWbbKFypo7oxrpTyn4FkLNQ612A: 6-9-14 13-0-0 19-5-5 25-10.11 32-4-0 38.6-2 45-4-0 6-9-14 6-2-2 6.5-5 6-5-5 6-5-5 6-2-2 6-9-14 Scale = 1:76.8 5x6 = 5x6 = 3x6 = 5x6 = 5.00 12 4 5 22 236 7 y ° — 18 11 16 15 " 13 11 6x6 = 2x4 3x8 = 3x6 = 5x8 = 2x4 // 6x6 = 6x8 = 2-0.0 , 7-8-0 1 13-0.0 14-4-0 23-4.0 , 32-4-0 , 37-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.29 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.37 13-14 >925 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 242lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD 2x4 SP SS *Except* BOT CHORD Rigid ceiling directly applied or 4-8-12 oc bracing. 10-13: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 6-13 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 18=947/0-8-0, 11=1371/0-8-0, 15=1037/0-8-0 Max Harz 18=-206(LC 10) Max Uplift 18=-1101(LC 12), 11= 884(LC 12), 15=-618(LC 12) Max Grav 18=947(LC 1), 11=1371(LC 1), 15=1038(LC2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-780/1247, 4-5=-656/1251, 5-6=-1654/1680, 6-7— 1581/1541, 7-8=-1775/1561, 9-10=-252/70 BOT CHORD 17-18= 1464/956, 16-17=-1604/1026, 15-16=-1260/1411, 14-15=-1260/1411, 13-14= 1364/1753, 12-13=-1220/1600, 11-12=-1249/1578, 10-11=-28/250 WEBS 3-17= 453/309, 3-16=-404/819, 16-19= 1040/483, 5-19=-1161/669, 5-14=-26/579, 6-14=-255/219, 6-13=-356/401, 7-13=-197/370, 3-18=-1240/1880, 2-18=-206/355, 8-11= 1907/1750, 9-11=-213/360, 15-19=-257/289 NOTES- 1) Unbalanced roof live loads have been considered for this design.p.�! ,`,11111.111//j��, �� R P �I • • • •.. 2) Wind: ASCE 7-10; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; �f�.�j �1 E.1V ••. ti 10 (3-second gust) eave=6ft; Cat. Interior(1) 13-0-0, Exterior(2) ��� •.•��Ci S+ 40 V F ••. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, 5-0-0 to 13-0-0 to �� 20-0-14, Interior(1) 20-0-14 to 324-0, Exterior(2) 32-4-0 to 39-4-14, Interior(1) 39-4-14 to 45-4-0 zone; cantilever left and right NO 22839 exposed; porch left exposed;C-C for members and forces & MW FRS 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 = 1O.Opsf. i A F 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 18=1101, 11=884, 15=618. 1. 0 ��,•.••• 0 R 1 Q••.�\,,�� Walter R Finn PE No.22839 M1tek USA, Inc. K Cart 6133U 6904 Parke East Blvd. Tampa FL 33610 bate: January 11,2019 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with MfTekO 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, seeANSIMIt Quality Cdtodo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infannatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15997369 503948 A4A Hip 1 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Dec 6 2018 MITek Industries, Inc. Fri Jan 11 08:55:45 2019 Page 1 ID:ikE4e4vi W s5mxA1 XnkijvkziV2K-r?wB_V2dK6hhlukjMNsGCD1 AiHdoYHDerkbP72zwTwC 6-9-14 13-0-0 19-5-5 25-10-11 32-4-0 38-6-2 45-4-0 6-9-14 6-2-2 6-5-5 6-5-5 6-5-5 6-2-2 6-9-14 5x6 = 5x6 = 3x6 = 5x6 = 5.00 F12 4 5 20 216 7 vxo — 17 6x6 = 2x4 \, 15 5x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-14,14-15: 2x4 SP SS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 17=1677/0-8-0, 11=1677/0-8-0 Max Horz 17=206(LC 11) Max Uplift 17=-1096(LC 12), 11=-990(LC 12) Scale = 1:76.8 " — 13 11 5x8 = 5x8 = 2x4 // 6x6 = 45-4-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TC 0.77 Vert(LL) 0.32 14 >999 240 MT20 244/190 BC 0.73 Vert(CT)-0.5013-14 >973 180 WB 0.38 Horz(CT) 0.14 11 n/a n/a Matrix-S Weight: 240 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 1 Row at midpt 5-15, 6-13, 3-17, 8-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2420/1785, 4-5=-2180/1749, 5-6=-2778/2089, 6-7=-2180/1749, 7-8=-2420/1785 BOT CHORD 16-17=-1441/2169, 15-16=-1415/2188, 14-15=-1733/2718, 13-14=-1736/2718, 12-13=-1394/2073, 11-12— 1420/2051 WEBS 3-15=-113/268, 4-15=-286/603, 5-15= 803/604, 6-13=-803/604, 7-13=-286/603, 8-13=-113/268, 3-17= 2445/1947, 2-17=-224/364, 8-11=-2445/1947, 9-11=-224/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to 20-0-14, Interior(1) 20-0-14 to 32-4-0, Exterior(2) 32-4-0 to 39-4-14, Interior(1) 39-4-14 to 45-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water poncling. 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 Qt=lb) 17=1096, 11=990. ,`,��IU I I U I �.�`0p,, R P Fi No 22839 � r FE. OF P% Wafter P.'Rnn PE No.22839 MITek dSA, Inc. FL Cert MU 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 © WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIP7473 rev. 1WOW015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Guattty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15997370 503948 A5 Hip 1 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 6.24u s Liect b 2ui n MI I eK mausmes, mc. rn Jan i i 08:55:46 zu ra rage r ID:ikE4e4viWs5mxA1 XnkijvkziV2K-JBUZCr3F50pYN2Jvw5NVIRZJjh78Hf6o3OLyfVzwTwB 7-5-14 14-4-0 1 -0 0 22-8-0 30-4-0 37-6-2 45.4-0 7-5-14 6-10-2 8- 7-8-0 7-8-0 7-2-2 7-9.14 Scale = 1:76.8 3x6 II 5x6 = 3x6 = 5x6 = 4 5 20 621 22 23 7 Iv. 0 axe = 17 lb 15 `a 14 13 11 3x6 = 2x4 5x6 = 3x6 = 5x8 = 2x4 /f 6x6 = 2.0.0 8-4-0 14-4-0 22-8-0 30-4-0 36-8-0 43-4-0 45-4-0 2-0-0 . 6-4-0 6.0.0 8-4.0 7-8-0 6-4-0 6-8-0 2-0-0 Plate Offsets (X Y)-- [5.0-3-0 0-2-41 [7:0-3-0 0-2-4] [13:0-3-8 0-3-0] [15:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.16 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-4 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-14, 6-13, 8-11 REACTIONS. (lb/size) 15=1346/0-8-0, 17=728/0-8-0, 11=1280/0-8-0 Max Horz 17= 23B(LC 10) Max Uplift 15=-1129(LC 12), 17=-740(LC 12), 11=-733(LC 12) Max Grav 15=1,346(LC 1), 17=728(LC 1), 11=1323(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-547/330, 4-5=-778/6B4, 5-6=-1346/1070, 6-7=-1408/1176, 7-8— 1569/1153 BOT CHORD 16-17=-576/558, 15-16=-688/587, 14-15— 67/481, 13-14=-604/1325, 12-13=-1001/1620, 11-12=-1028/1589 WEBS 3-16=-395/227, 3-15=-339/973, 4-15=-1049/1078, 5-14=-859/1155, 6-14=-578/670, 7-13=-19/295, 8-13=-327/319, 8-12=0/255, 3-17=674/824, 2-17=-266/407, 8-1 1=-1835/1465,9-11=-250/403 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. ,IER p 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2) 15-0-0 to ��w` �.••••.••.� /'VA 22-0-14, Interior(i) 22-0-14 to 30-4-0, Extedor(2) 30-4-0 to 37-6-9, Interior(1) 37-6-9 to 45-4-0 zone; cantilever left and right exposed **4 V �G E.N S �•. 'Y �� porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60, plate grip DOL=1.60 ♦� �' F �•.� �� 3) Provide adequate drainage to prevent water ponding. NO 22$39 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 at=lb) ' 1 15=1129, 17=740, 11=733. �O :• g� J*�'�.T E OF .: �44/ 1 0 N A� %%%, 1i Walter R'Rnn PE N6,22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 © WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek0 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and 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, seeANSVIPII Qualify Cdteda, DSB-89 and BCSI Bu9ding Component 6904 Parke East Blvd. Safety Infoenatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15997371 503948 A5A Hip 1 1 Job Reference (optional) T-ibbetts Lumber Co, Palm Bay, FL 8.240 5 uec o Ga i o rvH r un a luuau tub, u,c. n, jai i 1 cam, o ags I D:ikE4e4vi W s5mxA1 Xnkijvkzi V2K-nO2xPB4tsjxP7Cu5Uoukle6TB5KgO66xl24W BXZWTWA 7-9-14 15-0.0 22.8-0 30-4-0 37-6-2 45-0-0 7-9-14 7-2-2 7•B-0 7-8-0 7.2-2 7-9-14 5x8 = 2x4 II 5x8 = 4 18 519 20 21 6 Scale=1:76.8 4x6 = 16 10 14 GO 13 12 1. 10 6x6 = 2x4 5x6 = 3x8 = 5x6 = 2x4 // 6x6 = 454-0 LOADING (psf) TCLL 20.0 TCDL 7.0 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 0.97 BC 0.70 WB 0.68 Matrix-S DEFL. in (loc) Udefl Ud Vert(LL) 0.31 13 >999 240 Vert(CT) -0.39 12-13 >999 180 Horz(CT) 0.14 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 246 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS- 2x4 SP No.2 WEBS 1 Row at midpt 3-16, 7-10 REACTIONS. (lb/size) 16=1677/0-8-0, 10=1677/0-8-0 Max Horz 16=-238(LC 10) Max Uplift 16=-1096(LC 12), 10=-990(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2340/1758, 4-5=-2462/1968, 5-6=-2462/1968, 6-7=-2340/1758 BOT CHORD 15-16=-1509/2315, 14-15=-1481/2344, 13-14=-1292/2186, 12-13=-1269/2092, 11-12=-1459/2194, 10-11=-1487/2164 WEBS 3-15=0/252, 4-14=-10/325, 4-13=-407/613, 5-13=-467/548, 6-13=-407/613, 6-12=-10/325, 7-11=0/252, 3-16=-2485/1975, 2-16=-260/414, 7-10=-2485/1975, 8-10=-260/414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. Exp 22 0-114, Interilor(1) 22-0-14 to 0-4-0,(Exterior(2))30-4-0 to 37-6-9, I terior(1)and C-C Exteflor(2) 0-0-0 t37-6-9 to 45-4-0er heft and right expo 1psed P• zone; DOL=1.60 �,w`(ER V ENS ••.; �� ;C-C for members and forces & MWFRS for reactions shown; Lumber plate grip DOL=1.60 drainage to ,♦ �G Y : • �' '.� �� 3) Provide adequate prevent water ponding.00 ♦� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839 �• 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 = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) i 6=1096, 10=990. �• O .. • 44/ 4. 0 N A� Walter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. la/032015 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 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, seeANSVTPli Quality Cdtoda, D36-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15997372 503948 A6 Hip 1 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Jan 11 08:55:48 2019 F'age 1 I D:ikE4e4vi WS5mxA1 Xnkijvkzi V2K-FacJcX5Vdl3GdMT12W PzgsflnUi6lb64Xig3jNzwTw9 7-5-14 14-4-0 17-0-0 22-8.0 28-4-0 33-9-6 39.2-13 45-4-0 7-5-14 6-10-2 2-8-0 5.8.0 5-8-0 6 5-5.6 6-1-3 d 3x6 = 2x4 5xB = 3x10 = 5x6 = 2.0.0 8.4-0 14-4-0 22-8-0 28-4.0 0 6 6.4-0 6-0-0 8-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 5.00 FIT 9vd II 5x6 = 2x4 11 5x8 = 21 22 6 23 24 7 Scale = 1:78.1 4x6 = 18 17 16 27 28 15 29 14 13 12 4x6 = 3x6 = 7-8-0 5x6 = CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.53 Vert(LL) -0.1515-16 >999 240 MT20 244/190 BC 0.57 Vert(CT) -0.2715-16 >999 180 WB 0.56 Horz(CT) 0.03 12 n/a n/a Matrix-S Weight: 261 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-15, 7-15 REACTIONS. (lb/size) 16=1915/0-8-0, 18=322/0-8-0, 12=1117/0-8-0 Max Harz 18=270(LC 11) Max Uplift 16=-1455(LC 12), 18=-504(LC 12), 12— 640(LC 12) Max Gram 16=1915(LC 1), 18=392(LC 21), 12=1133(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-485/685, 4-5=-297/619, 5-6=-686/600, 6-7=-686/600, 7-8=-1061/803, 8-9=-1449/932, 10-11=-317/87 BOT CHORD 17-18=-495/64, 16-17=-539/64, 15-16= 185/406, 14-15=-311/861, 13-14=-664/1207, 12-13=-658/1202, 11-12=-47/314 WEBS 3-17=-397/223, 3-16=-575/1041, 4-16=-334/531, 5-16=-1294/1003, 5-15=-788/1087, 6-15=-358/449, 7-15= 428/365, 7-14=-250/473, 8-14=-469/473, 3-18=-119/263, 2-18= 231/376, 9-12=-1433/1113, 10-12=-196/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to 24-0-14, Interior(1) 24-0-14 to 28-4-0, Exterior(2) 28-4-0 to 35-4-14, Interior(1) 35-4-14 to 45-4-0 zone; cantilever left and right exposed; porch left 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 = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=1455, 18=504, 12=640. ....... No 22839 •i" OF % Walter P. Finn PE N6.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mfrEK REFERANCE PAGE 11,1I1-7473 rev. M103/2015 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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, seeANSVWII Cualfly Criteria, DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Salety Inlormallonovailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply T15997373 503948 ABA Hip 1 1 Jab Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Jan 11 08:55:49 2019 Page 1 I D:ikE4e4vi W s5mxA1 XnkijvkziV2K-jmAhgt570LB7EW 2UbDwCN3BuYuOFU_I EmMZcGpzwTwB 6-1-3 11-6-111 17-0-0 22-e-0 28-4-0 W 9-6 39-2-13 45-4-0 6-1-3 5-5-6 5-5-6 5-8-0 5-5-6 5-5-6 dI 0 5x8 = 2x4 11 5x8 = 5.00 F12 5 21 22 6 23 24 7 4xo = 18 1r 16 ` 15 LO 14 12 6x6 = 3x6 5x6 = 3x8 = 5x6 = 3x6 = 6x6 = 9-8-0 45-4-0 Scale = 1:78.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.27 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.32 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.14 12 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 259 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 18=1677/0-8-0, 12=1677/0-8-0 Max Harz 18=-269(LC 10) Max Uplift 18� 1096(LC 12), 12=-990(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 296/62, 3-4=-2415/1736, 4-5=-2196/1722, 5-6=-2146/1782, 6-7=-2146/1782, 7-8=-2196/1722, 8-9=-2415/1736, 10-11=-296/62 BOT CHORD 1-18=-22/292, 17-18=-1275/2091, 16-17= 1468/2314, 15-16=-1180/2049, 14-15=-1158/1975, 13-14=-1447/2198, 12-13=-1254/1918, 11-12=-22/292 WEBS 3-17=-146/368, 4-16= 362/386, 5-16=-179/434, 5-15= 291/415, 6-15= 344/426, 7-15=-291/415, 7-14=-179/434, 8-14=-362/386, 9-13=-146/368, 3-1 8=-2347/181 1, 2-18=-212/346, 9-12=-2347/1811, 10-12= 211/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to 24-0-14, Interior(1) 24-0-14 to 28-4-0, Exterior(2) 28-4-0 to 35-4-14, Interior(1) 35-4-14 to 45-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 Qt=lb) 18=1096, 12=990. R'}'•,F N0 22-839 �-0; •(ram OF00 : �U • ONAL ��nul►� Walter R Hnn PE N6.22839 MITek USA, Inc. FL Cert N34 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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, seeANSIMIt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Infonnallonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15997374 503948 A7 Hip 2 1 Job Reference (optional) Rbbetts Lumber Co, Palm Bay, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Jan 11 08:55:50 2019 Page 1 ID:ikE4e4viWs5mxA1 XnkijvkziV2K-Bzk41 C619eK_sfdg9xRRvHkz2lJbDYaN_OJAoGzwTw7 6-9-3 12-10-10 19-0-0 26-4-0 , 32-5-6 , 36.6-13 , 45.4.0 , 6-9-3 6-1-6 6-1-6 7-4-0 6-1-6 6-1-6 6-9-3 5.00 12 5xB = 5x8 = 5 19 20 6 Scale = 1:78.1 4x6 = 16 15 23 24 14 25 13 26 27 12 11 46 = 6x6 = 5x6 = 5x6 = 3x8 = 5x6 = 6x6 = 45-4-0 2-0-02,40 10-11-0 19-0-0 26-4-0 34-8-0 43-0-0 43r4-0 2-.-. . 4 05 i0 8-4-0 7.4-0 B-0-O 8-4.0 4 0 2-0-0 Plate Offsets (X,Y)--[5:0-5-4,0-2-41,[6:0-4-0,0-1-131,[12:0-3-0,0-3-41,[14:0-3-0,0-3-01,[15:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.25 14-15 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.41 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.14 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 16=1677/0-8-0, 11=1677/0-8-0 Max Harz 16=-301 (LC 10) Max Uplift 16=-1096(LC 12), 11=-990(LC 12) PLATES GRIP MT20 244/190 Weight: 249 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13, 3-16, 8-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 291/28, 3-4=-2487/1732, 4-5=-2085/1656, 5-6=-1865/1627, 6-7=-2080/1656, 7-8=-2470/1732, 9-10= 291/28 BOT CHORD 1-16=0/283, 15-16=-1330/2286, 14-15=-1422/2378, 13-14=-1083/2007, 12-13=-1401/2167, 11-12=-1309/2047, 10-11=0/283 WEBS 3-15=-43/307, 4-14=-505/453, 5-14=-208/59216-13=-202/484, 7-13=-509/454, 8-12= 43/304, 3-16=-2384/1835, 2-16=-236/378, 8-11=-2384/1835, 9-11=-235/378 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-0-0, Exterior(2) 19-0-0 to 33-4-14, Interior(1) 33-4-14 to 45-4-0 zone; cantilever 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 = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=1096, 11=990. 7 m Iv 0 %,,'CER tP f F . ....... / No 22-839 r r QJA F •���F OR1QP��`�% 0NAl-� 4ntu11 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. f0/0312015 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 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, seeANSVIPII Qualify Criteria, DSB$9 and SCSI Building Component Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WOW 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type city Ply T15997375 503948 AB Hip 2 1 Job Reference (optional) ribbetts Lumber Co, Palm Bay, FL 8.240 s Dec 6 2018 MI I ek industries, Inc. rn ,Ian i i 08:a5:61 201 a rage 1 ID:ikE4e4vi WS5mxA1 Xnkijvk7iV2K-f91SFY7NwySrUpCtjezgSUHA7icDy_mXDg2j KizwTw6 7-5.3 14.2-10 21-0-0 24-4-0 31-1-6 37-10-13 45-4-0 7-5-3 6-9-6 6-9 6-9-6 fi-9-6 7-5-3 4xb = 16 6x6 = 5x8 = 5.00 F12 5x6 = io ro cu 14 13 6x6 = 5x6 = 3x8 = 6x6 = 45-4-0 Scale=1:78.4 M 0 Iv 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.30 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.57 14-15 >849 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.14 11 n/a nla BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 258 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-14, 5-13, 7-13, 3-16, 8-11 REACTIONS. (lb/size) 16=1677/0-8-0, 11=1677/0-8-0 Max Harz 16=333(LC11) Max Uplift 16=-1096(LC 12), l l=-990(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/0, 3-4=-2428/1639, 4-5=-1943/1492. 5-6=-1728/1481, 6-7— 194411493, 7-8=-2427/1639, 9-10=-281/0 BOT CHORD 1-16=0/269, 15-16=-1296/2323, 14-15=-1293/2273, 13-14=-885/1782, 12-13=-1275/2125, 11-12=-1278/2094, 10-11=0/269 WEBS 4-15=0/299, 4-14=-661/545, 5-14=-285/581, 6-13=-311/521, 7-13= 659/544, 7-12=0/298, 3-16=-2388/1762, 2-16=-262/417, 8-11=-2387/1762, 9-11=-262/417 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 21-0-0, Exterior(2) 21-0-0 to 31-1-6, Interior(1) 31-1-6 to 45-4-0 zone; cantilever 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 = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=1096, 11=990. %4-� ER'P ......•� No 22839 ' TE OF : 44/00 0. .,�.4OIV AL Walter P. Finn PE N6.22839 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE 111I1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and 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 M iTek' 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, seeANSVIPII Guallh� Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15997376 503948 A9 Common 5 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Jan 11 08:55:53 2019 Page 1 I D:ikE4e4vi Ws5mxA1 XnkijvkzjV2K-cYPCgE9eSZjZj7M Fg378XvMVmVJwQnlpg_XgPbzwTw4 7-11-14 15-3-15 22-8-0 30-0-1 37-4-2 45-4-0 7-11-14 7-4-1 7-4-1 7-4-1 7-4-1 7-11-14 5x6 = cnnr'—.7 Scale = 1:75.5 Iv 0 4x6 = 15 14 20 21 13 22 23 12 24 25 11 10 4x6 = 6x6 = 5x6 = 6x6 = 3x6 = 5x6 = 6x6 = 45-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.27 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.44 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.13 10 n/a rVa BCDL 10.0 Code FBC2017[TP12014 Matrix-S Weight: 247lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-15, 7-10 REACTIONS. (lb/size) 15=1677/0-8-0, 10=1677/0-8-0 Max Harz 15=-359(LC 10) Max Uplift 15=-1096(LC 12), 10=-990(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2540/1560, 4-5= 2201/1521, 5-6— 2201/1521, 6-7=-2541/1560 BOT CHORD 14-15=-1194/2497, 13-14— 1108/2358, 12-13=-698/1757, 11-12=-1109/2149, 10-11=-1214/2228 WEBS 5-12=-420/874, 6-12=-566/539, 5-13=-420/874, 4-13=-566/539, 3-15=-2461/1641, 2-15=-289/440, 7-10=-2461/1641, 8-10= 288/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 22-8-0, Extedor(2) 22-8-0 to ,kit%)� 27-8-0, Interior(1) 27-8-0 to 45-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions ,��� JER P shown; Lumber DOL=1.60 plate grip DOL=1.60 �� ``Q��.••••.••�. •/�r"�j� V E 1V /ji 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 00o .• �G S+ 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, with BCDL = 10.Opsf. No 2,2839 i •� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) - 4 * �• 15=1096, 10=990. Z ., ••. A F 44/ '�,'�•• 0 ••OR10P�•♦,. A' 00 Walter P.T inn PE N6.22839 MiTek USA, Inc. FL Ceft 66M 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING - Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. f070312015 BEFORE USE. Design valid for use only with Mlrek® 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, seeANSVWII Qualtly Criteria, DSB-89 and SCSI BuEdtnp Component 6904 Parke East Blvd. Safety Infomlatbrgvailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15997377 503948 GA Comer Jack 8 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 8.240 s Dec, 620I o ivit I eK Inuusmes, ulu. rll dal 1! 1 uu,o au , a r ago ID:ikE4e4viWs5mxA1 XnkijvkziV2K-cYPCgE9eSZiZj7MFg378XvMgBVTmQz9pg_XgPbzwTw4 1-0-0 J 1-0-0 3x4 = Scale = 1:6.5 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. ADEQUATE SUPPORT REQUIRED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 2=0/Mechanical, 3=73/Mechanical Max Horz 2=81(LC 1), 3=109(LC 12) Max Uplift 3=-86(LC 12) Max Grav 3=73(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-81/252 PLATES GRIP MT20 244/190 Weight: 3lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS 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) 3. ��JeR'P% ***ENS •y �'t • No 22839 to I fill :1r - Walter P. Finn PE N6.22839 MITek dSA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1I1-7473 rev. M03=15 BEFORE USE. Design valid for use only with MFFek® 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, seeAl iPIi Quality Criteria, DS6439 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlornavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15997378 503948 CJ3 Comer Jack 8 1 Job Reference (optional) Tibbetts Lumber Go, Palm Bay, FL 3-0-0 8.24u s uec ti zul d mi I eK Inausmes, inc. r-n uan > > ua:o=4 2u i u rage r I D:ikE4e4vi W s5mxA1 Xnkijvk7iV2K-4kzata9GDtgPLHwROm W N47vpmvnF9PYzveHNx1 zwTw3 3x6 11 5 n 0 N Scale = 1:10.8 2-8.0 3-0.0 2-8.0 0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 3=-156/Mechanical, 4=-154/Mechanical, 5=528/0-8-0 Max Harz 5=81(LC 12) Max Uplift 3=156(LC 1), 4=-154(LC 1), 5=-523(LC 12) Max Grav 3=143(LC 12), 4=150(LC 12), 5=528(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-297/680 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS 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. Refer to to truss tof s 5) Provide mechanicalrconnection b otheruss truss to bearinglate capable of withstanding 100 lb uplift at'oint s except t—Ib (y ) P P 9 P 1 () P (! ) 3=156, 4=154, 5=523. G E•N,• v: SF•�' ,��i �� •� V� No 22839 � • :� tOAR,F 00P:•w�. FZ• O i Wafter R Finn PE N6.22839 MiTek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 11,2019 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MfFEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITelc® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bullding 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, seeANSVn?I1 Quality Cdtoda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safoty Inlonnatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type City Ply T15997379 503948 CJ5 Comer Jack 8 1 Job Reference (optional) ribbetts Lumber Co, Palm Bay, FL 2x4 11 t1.z4u s uec b zult5 MI I eK mousines, Inc. rn Jan I 1 ub:bb:b4 eu I u rage r ID:ikE4e4vi Ws5mxA1 XnkijvkziV2K-4kzata9GDtgPLHwROmWN47vq?vpT9P4zveHNx1 zwTw3 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.01 4-5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Mor YES WB 0.09 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 3=28/Mechanical, 4=-9/Mechanical, 5=346/0-8-0 Max Horz 5=134(LC 12) Max Uplift 3=-57(LC 12), 4=-46(LC 13), 5= 352(LC 12) Max Grav 3=48(LC 17), 4=19(LC 3), 5=346(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-223/485 Scale = 1:15.8 19 O_ N N PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-6-0 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, 4 except fjt=lb) 5=352. ��♦���IeR 1 /44 ♦♦..�GENS No 22839 ='0: :I� Walter R Finn PE No.22839 MrIek USA, Inc. FL Cert 669 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10/OX2015 BEFORE USE Design valid for use only with WOO 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 fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPi1 Quo' lly Crltedo, DSB$9 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Infonnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . Job Truss Truss Type City Ply T15997380 503948 EJ7 Jack -Open 34 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 2x4 11 a.z4u s Dec tl zui u Mi I eK inausmes, mu. rn Jan I I 06:55:55 eu la raye 1 ID:ikE4e4viWs5mxAlXnkijvkzjV2K-YwXz4wAu_ByGyRVeyUIccKRygJ7ausB6810xTTzwTw2 7-0-0 1 07 o � N Scale=1:20.0 2-0-0 -4-0 4.8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.07 4-5 >768 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.07 4-5 >846 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 23 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 3=95/Mechanical, 4=31/Mechanical, 5=387/0-8-0 Max Horz 5=188(LC 12) Max Uplift 3=-137(LC 12), 4=-80(LC 9), 5=-394(LC 12) Max Grav 3=111(LC 17), 4=70(LC 3), 5=387(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 326/128 BOT CHORD 1-5— 118/328 WEBS 2-5=-280/538 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 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) 4 except (jt=lb) 3=137, 5=394. `{{{1111111���I ER P. % �X., ........ s No 22839 �-0,6:50 F 41 Z R `O ,'`s"fill 0 N A' "- � Wafter P. Finn PE No.22839 MfTek USA, Inc. Fl. Cett 6634 6904 Parke East Blvd: Tampa FL 33610 Date: January 11,2019 Q WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 111II-7473 rev. 1010312015 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 M iTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcotion, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII GualHfr Criteria, DSB-89 and BCSI BuOding Component 6904 Parke East Blvd. Parke safoty informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, East o Job Truss Truss Type Oty Ply T15997381 503948 HJ7 Diagonal Hip Girder 4 1 Job Reference (optional) Tibbetts Lumber Go, Haim tCay, , FL o.zya 5 uao o cu i o Mi r.rt MUU.Ur.a, a ic. nr aai i r r uo--u cu r a ray. , I D:ikE4e4vi Ws5mxA1 XnkijvkziV2K-075LI GB W I U47ab4gW BYr9Y_31j R?dJ5GNymUOvzwTwl 6-0-0 9-10-1 6-0-0 3-10-1 Scale = 1:19.1 7 3x4 = 3x4 = 2-8-9 3-2-4 9-10-1 2-8-9 0-5-10 6-7-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.10 6-7 >809 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.12 6-7 >684 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 41 lb FT = 20 % LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=92/Mechanical, 5=9/Mechanical, 7=330/0-11-5 Max Horz 7=187(LC 8) Max Uplift 4=-99(LC 8), 5= 150(LC 8), 7=-748(LC 8) Max Grav 4=102(LC 17), 5=85(LC 26), 7=783(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 477/609, 2-3=-487/668 BOT CHORD 1-7= 565/486, 6-7=-158/257 WEBS 3-6=-289/178, 3-7=-552/365, 2-7=-259/199 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; porch left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) 5=150, 7=748. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 233 lb up at 4-2-15, 222 lb down and 233 lb up at 4-2-15, and 126 lb down and 64 lb up at 7-0-14, and 126 lb down and 64 lb up at 7-0-14 on top chord, and 45 lb down and 106 lb up at 1-4-15, 45 lb down and 106 lb up at 1-4-15, 194 lb down and 183 lb up at 4-2-15, 194 lb down and 183 lb up at 4-2-15, and 16 lb up at 7-0-14, and 16 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 1-5=-20 Concentrated Loads (lb) Vert: 8=171(F=85, B=85) 10=-90(F=45, B=-45) 11=211(F=105, B=105) \.-jER 1 P E.NS ♦ �' F 0. No 22839 OF :41/� ice'. '�(/♦ 111111 Walter P. Finn PE No22839 MTek USA, Inc. FL Cert 613N 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MII-7473 rev. 1070 12015 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 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, seeANSVWII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnatlariavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3�4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'hd' For 4 x 2 orientation, locate plates 0-1/0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. i E Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved mm W1 0 MiTeW MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 AL General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18, Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.