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HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ; k® FILE C®PYN 492009 RE: J36738 - J36738-Bishop Homes LLC-Bishop Res. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Bishop Homes LLC Project Name: Bishop Res. Model: Tampa, FL 33610 4115 Lot/Block: Subdivision: SCANNED Address: Grove Court BY City: Ft. Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. St LUCI2 County Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 40 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T15987781 A01 9/14/18 18 T15087798 A18 19114/18 9/14118 2 T15087782 A02 9114l18 19 T15087799 A19 13 I T15087783 IA03 19/14/18 I20 I T15087800 I A20 19/14/18 14 I T15087784 I A04 19/14/18 121 I T15087801 I A21 19/14/18 1 15 IT15087785IA05 19/14/18 122 T15087802I8 22 I9/14/18 I 16 IT15087786IA06 19/14/18 123 T15087803IA23 I9/14/18 I 17 IT150877871A07 19/14/18 124 T150878041A24G I9114/18 18 I T15087788 I A08 19/14/18 125 T15087805 I C01 19/14/18 19 IT150877891A09 9/14l18 126 IT15087806 CO2G 19/14/18 I 110 IT15087790 A1013 9/14/18 127 IT15087807 MV2 I9/14/18 I 111 1T15087791 IA11 9/14/18 128 IT15087808 I MV4 19/14/18 I 112 IT15087792 IA12 19/14/18 129 1T15087809 1 MV6 19/14/18 1 11143 773A13 IA 19/14/18 579IT0894 19/14/18 I31 T15067811 I MV10 19/14l18 115 T15087795IA15 I9l14/18 I32 T15087812 P61 I9/14/18 I16 IT15087796 A16 9/14/18 I33 T150B7813IPB2 19l14/18 117 IT15087797IA17G 19/14/18 134 IT15087814 ZCA 19/14/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Magid, Michael 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 MTek'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. ,P ` kSr,�r,,,, 1 STATE F 411Z lu i L)''. �4ORIQP N Michael S. Magid PE Na.53661 Mlrek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 14,2018 Magid, Michael 1 of 2 RE: J36738 - J36738-Bishop Homes LLC-Bishop Res. Site Information: Customer Info: Bishop Homes LLC Project Name: Bishop Res. Model: Lot/Block: Subdivision: Address: Grove Court City: Ft. Pierce State: FL 2 of 2 Job Tess Truss Type Dry Ply J36738-Bishop Homes LLC-Bishop Res. T15087781 J36738 A01 Piggyback Base 8 1 1 ob Reference o do al east coast i miss, 1-1. Fierce, FL a9vaD Scale = 1:70.8 OP CHORD UNDER PIGGYBACKS TO BE LATERALLY ' Sxe = Sx5 - BRACED BY PURLINS AT 2-0-0 O.C. MAXIMUM. - TYPICAL. FOR ALL APPLICABLE TRUSS DESIGNS 5 6 IN THIS JOB. 6.00 F12 3x4 4 3x4 C 4 7 3Kl� 9 d 4x8 i >X4 4x8 2 9 10 20 19 18 17 16 27 IS 14 13 12 1t 2.4 II 31 = 3x4 = 4x6 = 3x4 = 31 = 4z8 - 3x4 = 3x8 = 2z4 It 3x8 II 3x8 11 4t5L 1-teA2 5311 a8A t1d3 -2A 2C69 ]0.2-14 33LA 3S11b 3958 ] -¢ 586 T-1-0 vK iS10 }10.13 }]1 640t-10.e Plate Offsets (X,Y)- 11:0-3-8,Edge], [1:0-0-11,0.6-01, [1:0.0-5,0-0-11], [5:080,0-2-81, [6:0-2-8,0-2-0], [10:0.3-8,Edge], [10:0-0-11,0-6-0], [10:0.0-5,0-0-11], [12:0-3-B4O.1A], [19'0-3-8 0.1-81 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (too) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 1.00 Veff(LL) -0.14 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.29 15-16 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.09 11 Na n/a BCDL 10.0 Code FBC2017rTP12014 Mmnx-MS Weight: 258 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc puffins, except 5-6: 2x4 SP No.1 2-0.0 oc puffins: 5-6. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-16, 5-15, 7.15 2-20,9-11:.2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 20=187910.8-0, 11=1879/0-8-0 Max Hare 20=241(LC 6) Max Uplift 20=-483(LC 8), 11=483(LC 8) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1958/446, 3-4=2273/565, 4-5=1990/560, 5-6=1702/540, 6.7=-1990/561, 7-8=2272/571, 8-9=1958/464 BOT CHORD 19-20=263/214, 18-19=323/1852, 16-18=339/2054, 15-16=226/1772. 13-15=345/1958, 12-13-4011708 \\ WEBS 19-5 41185,4-16=-417/165,5-ifi=76/531, fi•15=81/471, 7-15=-022/170, L111`SI//// \\\ ,1'// \ /II 8-12--594/175, 2-19=-418/1906, 2-20-1769/450, 9-12=394/1907, 9-11=1769/420, `\ �P .v/,q 3-18=21/321. 8-13=21/318 NOTES- 1) Unbalanced roof live loads have been Considered for this design. No 53681 •; 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; SCDL=3.0psf; h=15ft; B=881t; L=421t; eave=5ft; Cat. * ; II; Exp B; End., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate gnp DOL=1.60 * - 3) Provide adequate drainage to prevent water ponding. -Q;4_ 4) Plates checked for a plus or minus 0 degree rotation about Its center.w 5) This truss has been designed for a 10.0 pat bottom chord live load nonncurrent with any other live loads.9 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 tell by 2-0-0 wide �T , O it, between the bottom chord and any other members, with BCDL - 10.Opsf. will fit, (C , R TSB ' • •" ��, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except (jt=lb) /jI (C,` 2. 8) Graphical pu� n representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1111 A; \\\\\\ Michael S. Magid PE No.63681 MRek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 14,2018 ®WARNING - Verily dealgn pammaf ers end READ NOTES ON TN/S AND INCLUDED MITEK REFERENCE PA GE MII.7aa rev. l"W O15 BEFORE USE. Design valid fosse onlywilh MRok®connectors. This design Is based only upon parameters Shown, and IS cal an indMilual bak in; component, notHT a truss system. Before use, the building designer must verify the applicability of design parameters and property incoryprote this design Into the overall buildingdougn. Breolraindicated istopreventbacking dodiuk.allasswebandlorchant members only. Addironaltemporeryandpermenentbredng p� Is allays required for stability and to prevent collapse with passible personal Injury and propeny damage. For general guidance regarding me bVriTek' tabncation, storage, delivery, erection and bracing of trusses and truss systems, sea ANS1r1P11 Quality orders, OSB49 and BCS1 Building Component 6904 Parka Fast Shin!. Safety Information oval able from Truss Plata Institute, 218 N. Lea Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply J3673&Bishop Homes LLG-Bishop Res. T75087782 J36738 A02 Roof Special 1 1 Job Reference (optional) East Coast Truss, FL Place, FL 34946 8.220 s May 24 2018 MTek Industnes, Inc. Fit Sep 14 11:26:3B 2018 Page 1 ID:ArOVKPGVObEjFbIY05 Bcye3kR-yWxA9tm8RcDHJSOnUEoXAmRagOrdtolawXMOorydk37 A 9 36.0.10 Satf Safi SAA 7-40 5.7-1 5-7.1 SSA 5xe i Sx5 = Scale =1:72.1 2x4 II 3xB = 3x4 = 4 ' 3x4 = 3xe = 4x8 3x4 = 3x8 = 2x4 axe axe II I 2-24 17AA 415 t-f 08 S81t St08 t-10a t2 1663S 24-f ct S]-1 3 }]J -013 1-)A0 ] b'XV 7i 15 4 Od0 040 1-108 Plate Offsets (X,Y)— [1:0-3-8,Edge], [1:0-0-11,080], [1:0-0-5,0-0.11], [5:0-3-4,0-1-12], [6:0-3-0,0-2-8], [10:0-3-8,Edge], [10:0-0-11.0-"], [10:0-0-5.0-0-111, [12:0-3-8,0-1-8], LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.84 Ven(LL) -0.16 15-16 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.68 Ven(CT) -0.3415-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.73 Horo(CT) 0.09 11 n/o n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 257111 FT=0 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. WEBS 2x4 SP No.3 "Except* WEBS 1 Row at midpt 4-16, 5-15, 7.15 2-20,9-11: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/si2e) 20=1879/0-6-0, 11=1879/0-8-0 Max Horz 20=-239(LC 6) Max Uplift 20=-083(LC 8). 11=483(LC 8) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-19591446. 3-4=22691564, 4-5=2004/563, 5-6=1735/547, 6-7=-2013/563, 7-8=2271/570, 8-9=1934/459 BOT CHORD 19-20=260/211, 18-19=323/1858, 16-18=-339/2058, 15-16=-230/1789, 13-15=-346/1957, 12-13=336/1688 WEBS 3-18=-21/318, 4-16=-028/158, 6-15=64/445, 7-15=379/158, 8-13=23/338, 2-20=1771/450, 9-11=17701418. 5-16=74/531, 3.19=592/186, 2-19=-417/1906, 9-12=39211894, 8-12=609/178 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=S.Opsp BCDL=3.0psf, h=15ft; 8=86ft; L=42fi; eave=Sft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load noncencurrenl with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (A=lb) 20=483,11=422. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112' gypsum sheetrock be applied directly to the bottom chord. fitirr p,el_ S �44� .Ci,, ��cENSFe, No 53681 9QS� / e,,F OR I P GN S �NAt_'CN Michael S. Magid PE No.53681 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 14,2018 A WARNING -Verty tlesign..meters and READ NOTES ON MIS AND INCLUDED ANTEK REFERENCE PAGE Mi.7475 rev. 10/OJ OM BEFORE USE. Design said for use only with MlTelds, cannectme.TN. design is based only upon parameters shown, and Is for an Individual building component, not a base system. Before use, the building designer must vanity the applicability of design parameters and papery lncomo ate this design into the overall ■ buiidingdasign. Bradng Indicated lsto prevent buckling of Individual mass web andlor chond memo= only.Addilonaltemporary and peommentamong - MiTek IsalwaysrequiredfarstabNryandtopreventcauseswithpossiblepersonalInjuryandpropeMdamage. Forgeneudguldanceregonvili he labdcabidn, storage, delhrery, eredl4n antl baring oftmases and bass systems, see MSM11 Quality Chinese, DSB49 and BCSI Building Component Safety Informatlon available ham Truss Plate Institute, 213 N. Lee Street, Suite 312, Alexandra, VA 22314. 6904 parka Fast Band. Tampa, FL 3fi810 Job Truss Truss Type Cry J36738-Bishop Homes LLC.Bishop Res. T15087783 J36738 A03 Roof Special 1 �Ply 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 MiTek Industries, Inc. Fri Sep 1411:26:39 2018 Scala-1:72.1 3z8 11 2x4 II 3x10 = 3x8 = 4xe 3x6 = 3x4 = 5x5 = 2x4 It 3.8 II 44 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-19,9.11: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 41-M CSI. DEFL. in (Joe) I/dell Ud PLATES GRIP TC 0.83 Ven(LL)-0.2215-17 >999 240 MT20 244/190 BC 0.79 Vert(CT) -0.4415-17 >999 180 M18SHS 244/190 WB 0.75 Hom(CT) 0.08 11 me n/a Matrix -AS Weight: 2591b FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6.15 REACTIONS. (Ib/size) 19=1879/0-e-0, 11=1879/0-8-0 Max: Ham 19=-241(LC 6) - Max Uplift 19=-083(LC 8), 11=483(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-22071501, 3-4=2313/571, 4-5=23731678, 5-6=23721691, 6-7=2083/587, 7-8-21811569, 8-9=2314/541 BOTCHORD 18-19=224/278, 17-18=-349/2061, 15-17=230/1819, 14-15=28Vi879, 12-14=-376/1965 WEBS 4.17=382/183, 6-15=-1345/423, 7-15=65/403, 7-14=29/335, 2-19-1763/487, 9-11-1771/467, 5.17=190/613, 5-15=349/1495, 2-18=40711919, 3-18=453/131, 8-12=2911120, 9-12=-376/1957 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-5.Opst BCDL=3.Opsf; h=15tt; B=88ft; L-42111; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water panting. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 241.0 wide will fit between the bottom chard and any other members, with BCDL = 10.0psf. 8) Provide mechanical Connection (by others) of tares to bearing plate =Pablo of withstanding 100 lb uplift at joint(s) except (p=lb) 19=483,11=422. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. p`�pEL rS �a� ,% 9 �I .......... Fi No 53681 .-III, N A' ,000% Michael S. Magid PE No.53681 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: September 14,2018 ®WARNING-V.dij design paramefersand READNOMS ON TNRANDINCLUDEDMIFEKREFERENCEPAGEMil.7a3tlre 10/O3/201EBEFORE USE. aaaaa u'■■■■ Design valid far use onlyweh MmekOconnW... This design Is based Any upon pammeters shown, and Is for an Individual building component, not Ly Vil atmss syctem. Before usd,the building designermustvedytheappI1cAaIly M design parameters and properlyincorromse this design into the overall bulldingdeslgn. Bmdng indicated is to prevent buckling ofind'Mdual truss web andlorchard members only. Additional temporery and permanent binding N 1Ter' is always required for stability and to prevent mgapse with possible personal injury and property damage. For general guidance regarding the IYr Il fabdcatbn, storage, delivery, erection and bradng of trusses and truss systems, see ANSM11 qualitycdtena, DSBA9 and BCSI Building Component sandy Information available from Tmcs Plata Institute, 216 N. Lee Street, Suite 312. AlAx mdda. VA 22314. 69M Parke East JIM. Tampa, FL W610 Job Truss Truss Type CityPy J36738-131shop Homes LLC-Bishop Res. T75087784 J36738 A04 Roof Special 1 1 Job Reference Opthmmll East Coast Truss, FL Pierce, FL 34946 8.220 s May 24 2018 MTek Industries, Ina Fit Sep 14 11:26AU 2U18 Page 1 IDAroVKPGvObEiFh'Y05 Bcye3kR-Gu3waZnPzDT Y1.49bfr?FBVJvgp7bGAPvErtUrydk2z Tb0 sz-s 4511 4d-0 74 5-4-0 A9 Ss1s Scale=1:72.1 5x5 = 19 18 17 10 a zo 15 Le 1° 13 12 11 3x8 11 2zA II 3x10 = 4x8 3Md = 3A cc 3x10 = 2xA II 3X8 II 3x8 = Axe = 244 41-9-0 1.1P8 76 12b13 21b8 2&1OB 30.2-0 398d 3 1-108 • • S25 a911 ]-0-0 SA-0 54L OA-0 Plate Offsets(X.Y1- r1:0-3-8Edae1 r1O-0.11 O-e-OI f1:0-050-0-11117'0-6-00-2-81 f10'0-3-8Edael f10'Ob110-6-01110,0-050-0.111 f12'0.3-80-1A1 rl8'0-3-80-1-81 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (roc) Vdeg L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.94 Vert(LL) -0.30 15-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.5715-17 >785 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.77 Hom(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 254 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' 2-19,9.11: 2x6 SP No.2 WEDGE Leh: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6.15 REACTIONS. (lb/size) 19=1879/0-8-0, 11=1879/0-8-0 Max Hoa 19=241(LC6) Max Uplift 19=-083(LC 8). 11=483(LC 8) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-3=-2213/509, 34=2276/568, 4-5-2301/665, 5-6=-2749/780, 6-7-2369/638, 7-8=2252/575, 8-9=22261520 BOT CHORD 18-19=-2241276, 17-18=357/2069, 1517-230/1788, 13-15=-317/1936, 12.13=-367/1899 WEBS 4.17-367/173, 5-17=-183/678, 5-15=408/1666, 6-15-1594/498. 7-15-118/676, 8-12=388/131,2-19=-1758/486, 9A 2-384/1947, 9-11=1770/451, 3-18=431/134. 2-18=-416/1946 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=3.Opsf, h=15h; B=88h; L=42R; eave=5h; Cat II; Exp B; End., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 241.0 wide will fit between the bottom chard and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 19=483, 11=422. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,111111111111/j�' % %�PEL S. /i�q�ap� J �G GENg .�'i�% No 53681 13 i 0.•l o'ka Michael S. Magid PE No.53681 MTek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: September 14,2018 ®WARNING. Var ydeshas parameters and READ NOTES ON TMS AND INCLUDED MTEKREFENENCEPAGE4gAmares. 10/O.V2015 BEFORE USE. ■■ Design valid forum onlywhin MTelaff,connectors. This design is based only upon parameters shown, and is for an individual buRding component,not a truss system. Before use. Me cunning designer must wmirthe appOcabily of design parameters and prapedy Incorporate this design Into Me overall mildingdesign. Bracing Indicated is to prevent buMog, of lndiNdual Was web andror chord members only. Additional lemporary and permanent bracing MiTek' Is eWayarequlredfor atabudi,and 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage, deRvery, erection and bracleg oftrusses and truss systems, see AN5111PH Quality Cmada,DSB-09 and SCSI Building Component Saf sty lnforreadon awflable from Tmss Plate Institute, 218 N. Leo Slroet, 5ulte 312, Mound', VA22314. 6904 Pads. Blvd.EBeasi st Tempe FL Job Truss Truss Type Qty Ply J36738-Bishop Homes LLO-Bishop Res. T15087785 J36738 A05 Hip 1 1 Job Referegoe (optional) east toast I russ, M. PlerCa, rL MV4b O.«u s may cr a ro con, cn mammas, mw. r Gv' ,• Scale=1:70.8 SA MIBSHS = 5x8 M18SHS = 6 6 Sze II 2x4 II 3z8 = 3x4 = 44 = 14 = 3x8 = 4ze = 3z4 = 3x8 = 2x4 11 3x8 II 415 640 157-1 1.&15 3-10-2 113514 e14101A 8 Plate Offsets (X,Y)— [1:0-3-8,Edge], [1:0-0-11,0-6-0], [1:0-0-5,0-0-111, [5:0.6-0,0-2-8j, [6:0.6.0,0-2-8], [10:0-3-B,Edge], [10:0-0-11,0.6-01, [10:0-0.5,0411], [12:0-3-8,0-1-8], 114'0-2-15 0.0.01 117'03-0 0-0-21 1190-3-8 0-1-81 LOADING (part SPACING- 2-0.0 CSI. DEFL. in (10c) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.94 Vert(LL) -0.16 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.3415.16 >999 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(CT) 0.09 11 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2561b FT=0% 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. ' WEBS 2x4 SP No.3'ExoepP WEBS 1 Row at midst 4.16, 5-15, 7-15 2-20,9-11: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 t REACTIONS. (Ib/size) 20=1879/0.8-0, 11=1879/03-0 - Max Horz 20=237(LC 7) Max Uplift 20=483(LC 8). 11=483(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-1934/440, 3-4=2271/563, 4-5=2013/562, 5-6=1732/545, 6-7=2013/564, 7-8=2271/569, 8-9=1934/459 BOT CHORD 19-20=-259/208, 18-19=319/1836, 16-18=340/2059, 15-16=236/1811, 13-15=346/1956, 12-13=336/1688 WEBS 3.19=-610/189, 4.16=368/151, 5-16=-66/516, 6-15=69/465, 7-15=3751157, \\EL 11 1p1 8-12=610/176, 2-19=-416/1894, 2-20=1770/449, 9-12=393/1895, 9-11=1770/418, \\\ Mq 3-18=-24/340, 8-13=221336 ♦�♦ �D,P O G �, NOTES- ♦ ,♦♦ �J ..�� C E N gF.•.i0 �'. 1) Unbalanced roof live loads have been considered for this design. NO 53681 •; 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=15ft; B=88ft; L=42ft; save=5ft; Cat. II; E is B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 * ; 3) Provide adequate drainage to prevent water pone ing. * = 4) All plates are MT20 plates unless otherwise indicated. -G ; 5) Plates checked for a plus or minus 0 degree rotation about its center. , 6) This truss has been designed for a 10.0 psf bottom chord live load noncencumenl with any other live loads. ��•' y(/�� • 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��T • �� O P ; \�♦♦♦ 0 t will fit between the bottom chard and any other members, with SCOL = 10.Dpsf. Capable of withstanding 100 b ft 8) Provide mechanical connection hersof truss to bearing by at joint(s) R ,,��SS��N plate o A� E �.�`♦♦ 9) This truss design requires that a(minimum)of 7/16" structural wood sheathing be applied directly thertop chord and 1/T' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September14,2018 AwARMNG-Verity design parameters and BEAD NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE WI.7473 rev. IMM015 BEFORE USE. • Design valid for use only with WOOD connedors. This design is band only upon parameters shown. and Is for an MollAlual building component, not Mal a truss system. Before use, the building designer must will, the applicability of design parsmders and property Incorporate Nis design Into the overall buildingdeslgn. among lndiwted is to prevent budding of indiOdual Was web andfor chord members only. AddXlonal temporary and permanent bracing NiiTek' Is always required par subiliy and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the f rWlkn, storage, delivery, eredlon and trading of tmssn and bun systems, see ANSMII Dually Cdteda, OSMS and SCSI Building Component 6904 Parke East 81w. Safety Information avallabtafrom Torn Plate institute, 218 N. Lee Street, Side 312, Alexandria, VA 22314. Tampa, FL 36510 Jab Truss Truss Type Oty Pty J36738-Bishop Homes LLC-Bishop Res. T75087786 J36738 A06 Hip 1 i Job Reference (optional) East Coast Trued, FL Pierce, FL M945 15220 s May 24 ZU18 MI I ex Inauemes, Inc. Fn aep 1411:Zb:4J ZU1Is Yage 1 ID:AroVKPGvObEjFbIY05 Bcye3kR-IT13CbgHFerZPDukOoOitpe%wi hl TYSLw049S2ydk2w 7-5.15 -0.9 9i-0 &DO a0-0 60.0 -b9 T4LI5 Scale=1:70.6 5z8 = 2x4 II Sx8 = 4 5 6 Sze II 2x4 II 5x5 = 4x6 = 3x8 = 3, = 5x5 = 2x4 11 3.8 II 3z4 = 4x8 = 41-&a LOADING (psf) SPACING- 2-D-0 CSI. DEFL, In (loc) Ide0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 VeR(LL) -0.11 14-15 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 VerI CT) -0.25 14-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Hotc(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017rrPl2014 Matrix -AS Weight: 251 lb FT=0% 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. WEBS 2x4 SP No.3 *Except' 2-18,8-10: 2x6 SP No.2 WEDGE _ Left: 2x4 SP No.3, Right: 2x4 SP.No.3 REACTIONS. (lb/size) 18=1879/0-8-0, 10=1879/0-8-0 Max Horz 18=209(LC 7) Max Up181 18=-483(LC 8), 10=482(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=2297/632, 3-4=2144/564, 4-5=2041/596, 5-6=-2041/596, 6-7=2144/567, 7-8=-2297/542 BOT CHORD 17-18=178/271, 15-17-367/2092, 14-15=276/1917, 13-14=278/1825, 11-13=-377/1969 WEBS 3.17=292)129, 4-15=-29/329, 4-14=81/467, 5-14=-052/159, 6-14=78/467, 6-13=34/329,7-11=292/122,2-17=41011968, 2-18=-1768/498, 8-11=-379/1968, ��Ii111/1l7 e-10=17681465S�O NOTES. `�� G�k ........... Joe 1) Unbalanced roof live loads have been considered for this design. `�� �.� •. ��G E N �. 2) Wind: ASCE 7.10: Vuit=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.0psf h=15ft; B=88ft; L=4211; eave=511; Cat. i II; Exp B; End., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 N O 53661 3) Provide adequate drainage to prevent water pending. # 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.0p s' on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide •• will fit between the bottom chord and any other members, with BCDL = 10.0psf. i ST �l1 7) Provide mechanical connection (by others) of truss to bearing plate capable of mu hstanding 100 lb uplift at joint(s) except (jt=11S) x0 /2 8) This truss design requires that a minimum of 7116" Structural wood sheathing be applied directly to the top chord and 1/2' gypsum �i�sSC O . t•• • sheetrock be applied directly to the bottom chord. ..111/0NAL Michael S. Magid PE No.53681 MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 14,2018 ®WARNING -Vary, deelgnpamed.d. and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE NI.7473 rev, IM12005 BEFORE USE waaes Design valid for use only with Mnei®wnnectore. Tbis design is based only upon parameters shown, and is foran individual buldir �}�• 9component,not re a puss system. Befouse, the building designer must verify Me appleabilay of design parameters and properlyincoorate this design into the overall ■.Y` bulldingdesign. Bracing indicated is to prevent buckling ofindMdual truss web and/or choml members Only. Additlonaltemporaryandpermanembracing Is • M always required for stability and to prevent collapse with taxable personal ipropertyMtler. and property damage. For goneral guidance regarding the fabdcation. storage, delivery, erection and bating ofirussea and truss systems, see ARgUroll Quality Creeds, DSB49 and BCSI Building Component Safety Information available Sam Truss Plate Institute, 218 N. Lee SIreM, suite 312, Alexandra, VA 22314. Ll 6904 Parke East Blvd. Tampa, FL M10 Job Truss Truss Type Oy PN J36738-Bishop Homes LLC-Bishop Res. T75087787 J36738 A07 HIP 1 1 Job Reference o Lionel E.,i C... x ruee, r 1. Pim4C, FL 34946 0.ecv o n,ax - " " na,.n.n��a�.�o, ""' ... v.. .� ...- ...ems ID:P.VKPGvObEjFbIY05 Bcye3kR-nglRGxgvOSzOINTwgVv QlgiMRyfC7rU9Spi Uydk2v & 8 0.i15 -0.9 Sd0 a40 S0.9 S0.D 3-0A SAD -0.9 &S15 Scale=1:70.6 5xe = 2x4 II 3x4 2x4 II 5x8 = = 4 28 5 6 7 29 8 2x4 II 3x4 = 4x6 = 4x10 = 4xIO = 3x4 = 3x4 = 2x4 II axe II Us it 3x4 = 4x8 = :0-0-11,0-6-0], LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TO 0.38 BC 0.77 WB 0.74 Matrix -AS DEFL. in (loc) Odell Ud Vert(LL) 0.26 16-17 >999 240 Vert(CT) -0.45 16-17 >630 180 Horz(CT) 0.01 12 n/a n/a PLATES GRIP MT20 244/190 I Weight: 275 IS FT=O% 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. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-17 5-17,2-21,10-12,7-16:2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. fib/size) 17=2090/0.8-0, 21=554f0-8-0, 12=1114/0-8-0 ' Max Horz 21=-181(LC 6) Max Uplift 17=-883(LC 8), 21=119(LC 8), 12=-521(LC 8) Max Grav 17=2090(LC i), 21=592(LC 17), 12=1130(LC 18) FORCES. (Ib) - Max. Comp./Man. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=J79/57, 3-4=109/328, 4-5=116/523, 5.6=116/523, 6.7=-645/463, 7-8=645/463, 8-9=870/501, 9-10=11071587 BOT CHORD 19-20=-19/373, 17-19=251/277, 14-16=-251/700, 13-14=428/919 WEBS 3-19=504/196, 4-19=-20/328, 4-17=742/180, 5-17=298/100, 6-16=395/714, rs 9-14-284/224, 2-21=-508/128, 10-12=1036/459,2-20=0/264, 10-13=-422/977, \\\ \\�L 7-16=285/93, 6-17=1184/574 \ \ P G� q '�. NOTES- ♦\\ ..... _ t�\.. In, Itf 1) Unbalanced mof live loads have been considered for this design. ♦♦♦ C` i 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=3.Opsf; h=15ft; B=88ft; L=42ft; eave=51t; Cat No 53661 ;. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and exposed; right exposed; Lumber DOL=1.60 * •, right porch plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pouting. 4) Plates checked for a plus or minus 0 degree rotation about its center. ; 9 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. i 6)' This truss has been designed for a live load of 20.Ops/ on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '.(x�, ;�♦♦� will fit between the bottom chord and any other members, with BCDL = tO.Opsf. / , O R ,,��SSION 7) Provide anical connection to hearing ate ble oftarithstanding 100 lb ft atjoint(s) ltop %ss \♦ A� E 8) This17=8 truss tlesign eglil eis that a(mtnimum)o//f 7/16�structural walotl sheathing be applied directly to the chord and 1 2t' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: September 14,2018 ® WARNING - Vetty deesiga parameters and READ NOTES ON THIS AND INCLUDED MNEK REFERENCE PAGE Mg-7472 nv. 14/0212015 BEFORE USE. Design valid for use onywhh MTe k®cennetlore. The design is based any upon parametersshown, and is form Individual building component. not a Imss system. Before use, the building designer must verify me appllwbilty ofdesign parameters and property in mi orate the design Into Ue eveall f bvildingdesign. Bracing Indicated is to prevent buckling oflndMdual truss web molar Chord members only. Additional temporary and permanent bracing - MiTek IsaMayarequiredforstabliyandtopreventcollapsewithpossiblepersonalinjuryandpropeMtlamage. For general guidance regarding the fabricallm, atomge, delvery, erection and bating oftmmes and truss systems, see ANSUIP11 Quality Crime, DSBa9 and SCSI Building Component 69M Parke Fast Blvd. Safety Information available horn Truss Plate Insurers, 218 N. Lee Street, Suite 312, Alexandra, VA 22014. Tampa, FL 36610 Job Truss Truss Type 0ty PlyJ36738-Bishop Homes LLO-Bishop Res. T75087788 J36738 A08 HIP 1 1 Job Reference o do al East vast l russ, H. Hence, rL MU45 a.Zzu s mey za zuta mu ex mcusmes, Inc. FriSep is 1 T126:454D1a Page i ID:AmVKPGvObEjFblY05_Bcye3kR.FsspdHrXnl5HeX270CRAyEDthgJhxRweO6ZFWxydk2u sets azlg 1a1ae lsaas If-i 20-10-8 I MIN" o- ssts 1i-15 az-to 5.0.0 1-ao 3 o sea sao aztn -1-u ssls Scale=1:70.6 5x8 = 2x4 11 3x4 2x4 II 5x8 = 4 28 29 5 6 7 30 31 8 3.8 II 2x4 II 3x4 = 3x4 = 4x6 = 4x10 = 4%IO = 41 = 3x4 = 3x4 = 2.4 II 3.8 II Plate Offsets (X,Y)- (1:0-3-8,Edgel, [1:0-0.11,0-6-01, [1:0-0-5,0-0-11], [2:0-0.12,0-2-0f, [4:0-6-0,0-2-8], [8:0-6-0,0-2-8], [10:0-0-12,0-2-01, [11:0-0-5,0-0-11], [11:0-0-11,0-6-01, if 1:0-3-e Edael LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.41 Vert(LL) 0.30 16-17 >962 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.44 16-17 >649 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.02 12 Tire me BCDL 10.0 Code FBC2017/-P12014 Matrix -AS Weight: 258 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 'Except' WEBS 1Row at midpt 6.17 5-17,7-16,2.21,10-12: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 17=2072/0-8-0, 21=565/0-8-0, 12=1120/D-8-0 Max Horz 21=153(LC 7) Max Uplift 17=-881(LC 8), 21=120(LC 8), 12=522(LC 8) Max Grav 17=2072(LC 1), 21=591(LC 17), 12=1131(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(16) or less except when shown. TOP CHORD 2-3=-343/1, 45=-172/576, 5-6=172/576, 6-7=771/512, 7-8=7711512, 8-9=963/548, 9.10=1058/568 BOT CHORD 19-20=0/361, 16-17=-59/267, 14-16=-324/803, 13-14=-419/884 WEBS 4-19=24/285, 4-17=785/221, 5-17=383/140, 6-16=434/778, 7-16=374/135, ` `%J1L IS fa1I 2-21=508/120, 10.12=1037/466, 6.17=1227/604,2-20=0/300,3-19=-343/156, F 013 435/979 �.� P .. .. NOTES- ��,,�\G• .. E N SF.•G'i� 1) unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3,0psf, h=15ft; B=88ft; L=42ft; eave=5ft; Cat. No 53681 II; Exp B; Encl., GCpi=O.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water painting. 4) Plates checked for a plus or minus 0 degree rotation about its center. „ •' 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 6J' This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide % .(k • T� O P will 5t between the bottom chord and any other members, with BCDL = 10.Opsf. ���(� • O R \ ,17=., 7) Provide mechan cal connection by ss to bearing plate Capable of withstanding 100 Ito uplift at joint(s) 22. 8)ThiBWss design requires that a( minimum) off7/16" structural wood sheathing be applied d ectly to the op chord and l/2''gypsum �,, sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MITek USA, Inc. R. Carl 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: September 14,2018 ®WARNING.Vemp dealgnperalnefers and READ NOTES ON TNISANDINCLUDEDMITEKREFEI NCEPAGEMg-7Q3rev. 1"W015SEFOREUSE. R Dmlgnvalidforuseoof, with MReker connectors. This design is based only upon parameters shown, and is for an lndlyldual bolding camponent,not �{ a truss system. Before use, the building designer must verify the applbabiGty of design parameters and properly Incorporate this design Into the d udl iiip�■■■ bulldogtleslgn. Bradnglways indicated is to prevent buckling of indlNduat trues web and/orcherd members only. Addltlonal temporary and permanent bradng Is arequired far stability and to prevent tar apse with possible personal Injury and properly damage. Forgenerai guidance regartling the IVgiTek' fabrication. storage, delivery, eredlon and brads, oltmsses and muss systems, see ANSIIIPI1 Quality Criteria, DSM9 and SCSI Building Component 6904 Parke East BNnt. Safety Information available from Truss Plate hattlule, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36510 Job Truss Truss Type Oy J36738-Bishop Homes LLC-Bishop Res. T75087789 J36738 A09 HIP 1 �Ply 1 Job Reference (optional) east coast iwas, rc Pierce, I-L: V40 Sx8 = 6.so 12 4 39 a.«uemny c»cure nn�=n u,uu>u, ��. 2x4 II 2x4 II 3x4 = 3x6 = 5z8 = 30 5 6 7 8 31 32 9 Scale-1:70.6 3.4 1� 44 14 11151" Lo lid LB 22 21 20 18 17 Is 14 13 2z4 II 3x4 = 3z4 = 19 4x10 = 4x10 = 16 3z4 = 3x4 = 2z4 II Us II 4x6 = 4x6 = 3x8 II 41a0 1-1042 0 5T-11 0-10.8 S a0 2S1Ua 32-10b 3F1.2 3%A 3 1-1oaa-0-0 3S6 12-10 ]-00 1.a T49 3.L10 1sb 1-Ilia, Plate Offsets (X,Y)- 11:0-3-8,Edge], [1:0-0-11,0-6-0], [I:D-D-5,0-0-11], [2:D-0-12,0-2-0], [4:0-6-0,0-2-8], [9:D-6-0,0-2-8], [11:0-D-12,0-2-0], [12:0-0-5,0-0-11], [12:0-0-11,D-6-0], LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (lac) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.31 17-18 >926 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.39 17-18 >733 180 BCLL 0.0 " Rep Stress Incr YES WE 0.44 Hom(CT) 0.02 13 n/a ma BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 242 Ib FT=0% 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. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-18, 6-18 5-18.81 2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 18=2037/0-8-0, 22=587/0-8-0, 13=1133/0-8-0 Max Horz 22=125(LC 7) Max UpIM 18=-875(LC 8). 22=125(LC 8), 13=524(LC 8) Max Gran, 18=2037(LC 1), 22=600(LC 17), 13=1137(LC 18) FORCES. (Ib)-Miss. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=361/0, 3-4=-261/2, 4-5=-2321608, 5-6=232/608. 6.8=-977/599, 8-9=977/599, 9-10=1040/588, 10-11=9711529 BOTCHORD 20-21=0/350, 18-20=0/276, 17-18=89/337, 1517=394/899, 14-15=393/814 WEBS 4-20=0/253, 4-18=874/273, 5-18= 486/181, 6-17=-496/884, 8-17=-476/176, `i�L pS 2-22=526/116, 11-13=1040/473, 6-18=1277/646, 2-21=0/342, 10-14=304/101, 11-14= \\\\ 433/952 \\ F, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=3.Opsf; h=15ft; Eagan; L=42ff; eave=5ft; Cat. No 53681 II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate * ; •; grip DOL=1.60 3) Provide adequate drainage to prevent water Forcing.. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .v •' 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 �� .(� • T� O will fit between the bottom chord and any other members. F �' O R t 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift al loint(s) except 6it=1b) ,�/ �ss� ......... ��� \\ 18= 8) This Btruss design requires that a minimum of 7/16" sWctuml wood sheathing be applied directly to the top chord and 1/2" gypsum /////mN ll 44\\\\ sheetrock be applied directly to the bottom chord. Michael S. Magid PE 11o.53661 MrIek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: September 14,2018 ®WARNING- Vedfydealgn Parametmaand READ NOTES ON THMANDINCLUOED M1rEKREFERENCEPAGE01-7473 rev. 10/0312015BEFOREUSE. Design valid for use onlyweh MTeMwnne on. This design Is based only upon parameters shown, and is for an Individual building component, not ��' a truss system. Before use, the bulking designer must very the applicability or design parameters and property IncoMor a this design into the overall bulldingdesign. Bradng indicated 18 to prevent buckling oflndMdual truss web sattarcbord members only. Additional temporary and permanent bowing M[}IBk• Is always headed for stability and to prevent calopse with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, medion and I mdng of trusses and mass systems, see ANSIITPII Quality Creole, DaBd9 and SCSI Building Component Safety IMonnaten available man Trans Plate Insleke, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Il 89D4 Parke East BNB. Tampa, FL Seat Job Truss Truss Type Oty Pty J36738-Bishop Homes LLC-Bishop Res. T75087790 J36738 A10G HIP GIRDER 1 1 Job Ree ce o fional Ca5[1.YnaI llYaa, rL t•,elm,r'L.wvYO o."u,.w.YaYcu,e,n„en,,,uuau,ca..—,,,.acY 11...wracv.v vv ID*OVKPGvObEjFb1Y05 Bcye3kR-7d6KTeu2r b)78Mud2V674OY3SI1tErDlkXT5ydk2q 3515 3A9 44i4 01- 0 44-0 L49 O 7 45­2 4 4-1-11 5 4$-8 3d9 1515 5x8 = 6.00 12 2x4 I 4x12 = 2.4 II 3x6 = 4x12 = 2x4 II 5x8 = Scale=1:70.6 b 12 Sea II 43 20^' ^v 47 48 4e be 51 15 52 53 54 34 11 axe II 3x4 — 3xe = 4x6 = 3x6 II 4x70 = 3x6 II 44 = 3x8 = 3x4 = 3x8 11 4140 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 CSI. TC 0.51 BC 0.50 WB 0.88 Matrix -MS DEFL. in (roc) Udell Lid Vert(LL) 0.14 15-17 >999 240 Vert(CT) -0.1515-17 >999 180 Hom(CT) 0.02 13 MIS n/a PLATES GRIP MT20 244/190 Weight: 238 IS FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purling. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 5-23 oc bracing. WEBS 2x4 SP No.3*Except' WEBS 1Row at midpt 5-18 5-19,2-23,11-13,8-17:2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 19=2887/0-8-0, 23=651/0-8-0, 13=1425/0-8-0 • Max Here 23=97(LC 7) Max Uplift 19=-2103(LC 8). 23=321(LC 8), 13-953(LC 8) Max Grav 19=2887(LC 1), 23=656(LC 17), 13=1426(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=453/264, 5-6=613/524, 6-8=-613/524, 8-9=1780/1444, 9.10-1780/1444, 10-11-149311186 BOTCHORD 21-22=200/395, 19-21=1227/986, 18-19=1227/986, 17-18-1162/1606, 15-17=116311 6.14-15=966/1256 `♦♦\1 `ttry tWEBS 2-22=23BS, 3-21=552/465-21=1005/1408,5-19=2735/1936, 5-18=-1724/2280, ♦` EL S I y••%,8-118�1239/010-1 8a2/330,11-13=1333/891, 6\, 9�4-21=456 253810/256-18=497 73.9-15==-065/259 ♦\*GEN NOTES- � C` i 1) Unbalanced roof live loads have been considered for this design. No 53681 2) Wind: ASCE 7.10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=15ft; B=88ft; L=42ft; eave=5ft; Cat. h# 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; porch right exposed: Lumber DOL=1.60 plate * _C grip DOe 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. ' 41 5) This truss has been designed for a 10.0 list bottom chord live load nonconcurrent with any other live loads. �i ,�♦ • T4 O P ; \�1 ♦♦♦ 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 ��j •• , O R 1 will fit between the bottom chord and any other members. �j s • • • • ♦♦ 7)Provide,32 1 mechanical 3953ctts) ion(by others) of truss to healing plate Capable of withstanding 100 lb uplift at joinexcept (jt=lb) �O1Lyii- sy1ONA Michael S. Magid PE No.53681 MRek USA, Inc. FL Cart 66M 6904 Padre East Blvd. Tampa R.33610 Date: September 14,2018 ®wARMNO-Vadydaa/gnpMamefera and READN07ES ON MIS AND INCLUDED MIrEKREFERENCE PAGE MII.7g3 rev. 1dA12015BEFORE USE. Danish weld far use tou"th Mmek®Conned... This design Is based any upon parametem shown, and is for an Individual building Component, not ��• abuse system. Before use, the Wiling designer must very the applicability of design parameters and praperylnmryorate0is design Into vie overall bulldingdeslgn. Brecing indicated Is to prevent bulling of individual Imes web andlor chard manages a*. 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, eredion and bracing oftmsaes and truss systems, see AN511i Dually Caere, D BA9 and SCSI Building Component Safety 14.rem .tlon available from Truss Plate Institute, 218 N. Lee $"at, Sma 312, Alexandria, VA 22314. 61,04 Parke East Blvd. Tampa, FL stage Job Truss Truss Type Ch, Pty J36738-Bishop Homes LLC-Bishop Res. T75087790 J36738 A10G HIP GIRDER 1 1 Job Reference o Go a East Coast Truss, Ft Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Fill Sep 14 11:26:49 21118 Page 2 ID:AroVKPGvObEJFbjY05 Bcye3kR-7d6KTeu2i bj78Mud2V674OY3S11tErDlkXTfiydk2q NOTES- 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 123 Ib down and 108 Its up at 7-". 123 lb down and 101 Its up at 9.0-12, 1231b down and 101 Its up at 11-0-12, 123 lb down and 101 Its up at 13-0-12, 123 Its dawn and 101 Ib up at 15-0-12, 123 Its down and 101 Its up at 17-0-12, 123 Its down and 101 to up at 19-0.12. 123 It, down and 101 Its up at 21-0-0, 1231b dam and 101 Its up at 22-114, 123 No down and 101 Ib up at 24-11-0, 1231b down and 101 lb up at 26-114, 123 Its dam and 101 lb up at 28-114, 123 Ib down and 101 Its up at 30-114, and 123 No down and 101 lb up at 32-11-4, and 1231b dawn and 10816 up at 35-0-0 on top chord, and 1341b down and 283 lb up at 7.0-0, 31 lb tlown and 661b up at 9-0-12, 31 Its dam and 66 No up at 11-0.12, 31 Its down and 661b up at 13-0-12, 31 Its dawn and 651b up at 15-0-12, 31 Its down and 40 Ib up at 17-0-12, 31 Its dam and 40 Its up at 19-0-12, 31 Ib dam and 40 Is up at 21-0-0, 31 Its down and 40 Its up at 22.114, 31 Its dam and 40 lb up at 24-11.4, 31 Its down and 40 It, up at 2&114. 31 Ib dawn and 40 Is up at 28-11-4, 31 Its down and 40 Its up at 30-114, and 31 ID down and 40 Its up at 32-114. and 1971b down and 220 lb up at 34-114 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 (pill) - Vert: 1-3=70, 3-10=70, 10-12=70, 24-27=20 Concentrated Loads (lb) Vert: 3=56(F) 7=56(F) 10=56(F) 22=92(F) 18=14(F) 14=92(F) 6=56(F) 30=56(F) 31 =-56(F) 33-56(F) 34=-56(F) 35-56(F) 36=56(F) 37=56(F) 38=56(F) 39=56(11e) 41-56(F) 42=-56(F) 43=14(F) 44=14(F) 45-14(F) 46-14(F) 47=14(F) 48=14(F) 49-14(F) 50=14(F) 51-14(F) 52-14(F) 53=14(F) 64=14(F) ®WARNING-Merhydeslgnpa..fersandREADNOTES ON MMANDINCLUDEDMNEKREFERENCEPAGEMII.703 rev. reve alli BEFOREUSE. assess *,*�� �* Design valid foruse enviable Minel�wnnedors. nis design b based only upon parameters shown, and is for an lndiAdual building"mpanent, net a truss system. Before use, the building designer must vedry the applicability of design pammeten and pruperyincomerate this design into the metal ■`�.Y�■` bugdingdesign. BradnglndlcaledlateFinestbue911ngoflndMdualtrusswebanworchordmembersony. Additional temporary and permanent trader MiTek' Is always required for stability and to prevent "Hopes with possible personal injury and property damage. For general guidance regarding the fabrication, storage, sell sane" and bracing of busses and truss systems, see ANSVIPI1 Comply Criteria, DSM9 and scat Building Component lnfmmatien available from Truss Plate Institute, 21a N. Lee Street, Suhe 312, Aleaandda, VA 22314. 60N Parke East Bled.safety Tampa, FL WHO Job Truss russ Type Qly Ply J36738-Bishop Homes LLC-Bishop Res. T15087791 J36738 All Comman P.: 3 1 Job Reference o tional East Coast Truss, FL Pierce, FL 34945 44 = a.LLu 5 May 29 4ula MI I., ru asp w , ,.26.50 Arno rag= 1 l; 3x4 = 2x4 II 4x4 = 416 — 3x8 = 4x4 = 3k4 II axe II Scale = 1:66.0 Plate Offsets (X YI— r1:0-0-00-1JI 11 0-2-13 Edoel LOADING (psD SPACING- 2-0-0 CSL DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.07 7-8 >999 240 MT20 2441190 TCDL 15.0_ Lumber DOL 1.25 BC 0.61 Vert(CT) -0.19 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Hor2(CT) 0.04 7 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 184 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 2-12,6-7: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 12=156110-8-0, 7=134710-8-0 Max Holz 12-227(LC 6) Max Uplift 12=411(LC 8), 7=303(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at micipt 3-9,S-9 FORCES. (Ib) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-1840/430, 34=1440/417, 4-5=1440/417, 5-6-1883/442, 6-7-1270/323 BOT CHORD 11-12=-171/326, 9-11-303/1573, 8-9-315/1584, 7-8=79/265 WEBS 2.11-287/1474, 3.9=-527/186, 4-9=174/703, 5-9=565/201, 2-12-1455/449, 6.8=240/1342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf BCDL=3.Opsf, h=15ft; 8=88ft; L=42ft; eave=5ft; CeL II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chard five load nonconcurtent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) 12=411,7=303. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the tap chord and 112" gypsum sheetrock be applied directly to the bottom chord. 4,`1111111111///, .o c• No 53681 At - Michael S. Magid PE No.53681 MITek USA, Inc. R. Cert 6634 6904 Partin Past Blvd. Tampa FL 33610 Date: September14,2018 ®WARNING-VUNydeognpeneaenendREAD NOTES ONTNIS4NI) INCLUDED MNENREFERENCEPAGE Mg-7Q1rw.NW7laa14BEFORE ME assass Design valid for use only win MITek®connectors. This deaign is based any upon parameters shown, and Is fa an Individual belong component, not a truss system. Befure use, lie building designer must veny to appgwbility of design parameters and property Incorporate this design nto the overall bulldlogdesign.Sued, Indicated is to prevent buckling of Individual Were web andlw Mom member.only. Additional temporary and permanent bating MiTek- Is always required far stabiiyand to prevent cultapseenh possible personal Injury and property damage. Forgenemiguldaneersgardingthe rabrkatiun, storage, delivery, eredion and brodng oftrussea and truss systems, see ANSIRPII Quality criteria, DSB419 and BCSI Building Component Salary Informatlon available from Truss Plate Inethute, 219 N. Lee street. Suite 312, Responds, VA 22314. 69U Pence East SM. Tampa, FL M610 Job Truss Truss Type Oty J36738-Bishop Homes LLC-Bishop Res. T75087792 J36738 Al2 Hip 1 �Ply 1 Job Reference o Bona East Coast Truss, FL Pierce, FL 34946 8.220 Is May 24 Zulu Mt I ex mausales, Inc. Fn bet, to I i:eb:m zwo rage 1 ID'ATOVKPGvObEjFbjY05 Bcye3kR-3OE4uKwINbrRNSVGkTXaCVrs7FOtLDNWm2Oakaydk2o 17� sae I 9aa 111d7 I 1&1oa 1hz 1 za.e-1s I szae ' sae �v-13 I."s74 7as 7s-n 414 Scale=1:66.6 = 1� 3x4 = 2x4 11 Us = 44 — 3xe = 44 = 3x4 11 axe II 4rae 1-1a833d Wit i 161P8 17,T& z4p TfdB ' t-t fS1t 744 1ti�I 040 LOADING (poll) TCLL 20.0 TCDL 15.0 SCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSL TC 0.60 BC 0.61 WB 0.56 Matrix -AS DEFL. in Vert(LL) 0*07 Vert(CT) -0.19 Horz(CT) 0.04 (lac) Ude0 L/d 7-8 b999 240 9-11 >999 180 7 n/a Na PLATES GRIP MT20 244/190 Weight: 183 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied. WEBS 2x4 SP Nc.3'Except• WEBS 1 Row at midpt 3-9, 5-9 2-12,6-7: 2,06 SP N0.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 12=156110.8-0, 7=1347/0-BA Max Horz 12=225(LC 6) - Max Uplift 12=411(LC 8), 7=303(LC 8) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1840/430, 3-4=1444/417, 4-5=1445/418, 5-6=1883/442, 6-7=1270/323 BOTCHORD 11-12-169/324.9.11-303/1572,8-9=315/1584,7-8=79/265 WEBS 2-11=-287/1475, 3.9=-5151181. 5-9=552/196, 2-12=1455/449, 6-8=240/1342, ' 4-9=1691691 NOTES- 111111111/11j 1) Unbalanced roof live loads have been considered for this design. 0" /1 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=88ft; L=42ft; eave=5ft; Cat. `\� L `S' Mq II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 %<S�G, V� G E 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcumenl 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 N D 53681 will rn between the bottom chord and any other members. * ;" •; 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 to uprm at joint(s) except 01=11b) #- /�11�'�/./_'�•Ff. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord.9 T11 IJU c�OR1,�S .111111110, Michael S. Malild PE No.53681 MITek USA, Inc. FL Cart 6634 6904 Partial Fast Blvd. Tampa R. 33610 Date: September 14,2018 ®WARNING-VaUy dWpnpanmefen end READ NOTES ON MS AND INCLUDEDA47EKREFERENCEPAGERI-7R3 re,, 1ala37015BEFORE USE. • Design valid foruse onlywM Mmek®common. This design is based only upon parameters shown, and is foran individual building component, not �� a lmee system. Sefamuse, Me later,t1ft,sermust veegyths applicability ordeal, parameters and property incorporate this design We the overall •al buJdingdeslgn. Bmcingindlwtedistopr MbuWingufiAdividualtmsaweband/or OoMmembenanly. Additional temporary and permanent bracing 1�pp IYI)1 WOW is always required bar stability and to prevent will wM possible personal injury and property damage. For general guidance regarding the fabdo d a, storage, dollvery, erecilan and bracing of trusses and truss cyv term, sea ANSPIPII quality Cdteda, DSBa9 and SCSI BUllding Component 6904 Pattie Fast Blvd, Safety Inhumanities available ham Truss Plate lieditato. 218 N. Lee Street, Suite 312, Alexandra. VA 22314. Tampa, FL Searle Job Truss Truss Type Oty Ply J36738-Bishop Homes LLC-Bishop Res. T75087793 J36738 A13 Hip 1 1 Jab Reference, (optional) tall s:oasl truss, rL rrerce, rc aRaao 4x8 = 4x6 = 4 18 5 ass = 2.4 II 5x5 = 41 = 3x8 = 4x4 = 2.4 11 3x8 11 3x4 = Scale=1:61.0 1$ LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- %) Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI: CSI. TC 0.43 BC 0.52 WB 0.58 Matrix -AS DEFL. in (loc) Odefl Lid Vert(LL) -0.O6 11-13 >999 240 Vert(CT) -0.16 11-13 >999 180 Horz(CT) 0.04 8 n/a n1a PLATES GRIP MT20 244/190 Weight: 196 lb FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied. WEBS 2x4 SP No.3•ExcepP WEBS 1Raw at midpt 4-10 2-14,7-8: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 14=1561/0A-0, 8=1347/041-0 Masi 14=195(LC 6) ' Max Uplift 14=-411(LC 8), 8=303(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1803/419, 34=1555/431, 4-5=1305/429, 5-6=-1563/434, 6-7=1857/435, 7-8=-1281/319 BOT CHORD 11-13=305/1546, 10.11=-194/1298, 9-10=321/1576 WEBS 3-11-356/137, 4-11=47/337, 5-10=54/349, 6.10=397/154, 2-14=1457/426, 7-9=269/1410,2-13=-312/1533 NOTES- 1) Unbalanced roof live loads have been Considered for this design. ,``\\\\11111/IIIIII ♦\♦ PEA S. /Yj 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=3.Opsf, h=15ft; B=88ft; L�2ft; eave=5ft; Cat. N g E '�V'/ 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); ran8lever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ♦♦♦♦�A�G�.;C ♦ 3) Provide adequate drainage to prevent water ponding. � 4) Plates checked fora plus or minus 0 degree rotation about its center. NO 53681 •; 5) This truss has been designed for a 10.0 pal bottom chard rive load nonconwrtent with any other live loads. * ; 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Cottle will 0t between the bottom chord and any other members. .fl 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at Joint(s) except at=lb) 14=411, 8s303. O', O 8) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be directly to the bottom I .(N,T� \�`+♦♦♦ O applied chord. R t Michael S. Magid PE No.53681 MITek USA. Inc. R. Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: September14,2018 ®WARNING- Vedtydealgaperameters and READ NOTES ON TWSAND INCLUDEDMIrENREFENENCE PAGE dm7V3 rev. feasixto 5aEFORE USE. Dodge valid for use anywbh MneWconnodorm. Trs design is based any upon pammelersmine, and is for an lndlNdual building component, not ��- a truss system. Belpre use, the bugding designer must vent' the applbebility of design parameters and proper, Incorporate this design Into the overall buildingdeslgn. Bracingindlcamdistoprwenthuddlesofindidduallrusswebandforchordmembersonly, AtldMionaltemporary and permanent bmdng MiTek' Is always required for stability and to prover calapsewith possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, amadon and bracing oftmsses and truss systems, see MSVtPll Duality Criteria, DSBA9 and SCSI Bonding Component Safety IMormaten available has Truss Plate Insmule, 218 N. Lee Street, Suite 312, Mothers. VA 22314. 69M Parka East Blvd, Tampa, FL meld Job Truss Truss Type Qry Py J36738-Bishop Homes LLC-Bishop Res. T15087794 J36738 A14 ROOF SPECIAL 1 1 Job e(erenceo tional Last Gnast trues, rL rlerCQ rL 39e40 7-0-0 Scale = 1:58.3 4x4 = 416 = 416 = 4 5 -_ l� 2x4 II Sx5 = 4tB = 3x8 = 4x4 = 2x4 3x4 = 3x8 II 3x8 = 1-1032 1, 1030-0 &2-6 13eB 1 2 M il3 [ten 17 4o-3c-1z 5-0-0 5-]-12 Plate Offsets (XY1— f142-13Edae1 fl�0-M.0-1-31 f60-3-80.2-41 f12� 1-80-0-11 LOADING (par) SPACING- 2-0.0 CS]. DEFL. In (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.12 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Be 0.60 Verl(CT) -0.2811-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES Well 0.85 Holz(CT) 0.05 9 hire fire BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 199 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.2 BOTCHORD WEBS 2x4 SP No.3*Except* WEBS 2-15,8-9: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 15=1561/0-8-0, 9=1347/0-8-0 Max Hors 15=-176(LC 6) Max Uplift 15=d11(LC 8), 9=303(LC 8) FORCES. (lb)-Max.Camp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1772/413, 3-4=-1625/440, 4-5-1535/468, 5-6-1432/436, 6-7=1676/445, 7-8=-1797/421,8-9=1285/317 BOTCHORD 13-14-30111574, 11-13-25011500. 10-11=319/1532 WEBS 4-13-314/1134, 6-11-26/356, 2-15=-1453/427, 8-10=281/1410, 2-14=-309/1505, 513=9601291 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-11 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf BCDL=3,Opsf; h=15ft; B=88ft; L=42ft; bave=5ft; Cal. II; Exp B; Encl., GCpi=0.78; M WFRS (directional); cantilever left exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nunconcumem with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will IN between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 1001b uplift at joint(s) except (11=lb) 15=411, 9=303. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 53681 Michael $. Magid PE No.53681 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 14,2018 ® WARNING- Vadfy design paramefers and READ NOTES ON MIS AND INCLUDED MNEKREFERENCE PAGEMII.7473rev. 1ABY2015BEFGRE USE. aseass Design valid for use any with MrrekS connectors. This design Is based only upon Parameters shown, and Is for an IndlNdual building component, not a truss system. Before use, the building designer must wetly the applicability of design Parameters and property Incorporate this design Into the overall builiingdesign. adding indicated is to prevent backing of Individual train web andlorchord members only. Additional temporary and personally bracing MiTek' Is always required far stability and to Proven collapse with possible personal Injury and property damage. For general guidance spacing the fflucatlon,Manage. newsy, erodch and bracing of radian antl mass systems,... ANSII7`PI1 Quality Canada, USS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Trusts Plate Manor , 218 N. Lee Street, Sure 312, Alexandria, VA22314. Tampa, FL 36610 Job Tross Truss Type City J36738-Bishop Homes LLC-Bishop Res. T15087795 J36738 A15 Roof Special 1 �Ply 1 Job Reference (optional) can, s.earn . uss,, re. r,a., ri. aysw 4W = 4 o... a tray cr w w can Ten nmmmes, nic Scale =1:59.9 ass = 2x4 II qxg = 4x6 = 3xa = 3x4 = 3x4 = 2x4 11 3x4 = II axe II US LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.81 Be 0.60 WE 0.81 MaMx-AS DEFL. Verf(LL) Vert(CT) Hom(CT) in (loc) I/deg L/d -0.15 13-15 >999 240 -0.2813-15 >999 180 0.04 10 Na n1a PLATES GRIP MT20 244/190 Weight: 200 In FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except' 2-16,8-10: 2x6 SP No.2 , WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 16=154910-8.0, 10=1549/0-8.0 Max Hom 16=-190(LC 6) ' Max Uplift 16=-009(LC 8), 10=347(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=1792/415, 3-4=1808/528, 4-5=2061/596, 5-6-17651491, 6-7=1717/440, 7-8=1505/362 BOT CHORD 15-16=160/261, 13-15=180/1395, 12-13=234/1470, 11.12=250/1297 WEBS 3.15=445/213, 4-15=132/414, 4-13=-329/1331, 5-13=12641398, 6-13=75/449, 7-12=49/273, 2-16=1459/433. 8-10=-1444/347, 2-15=289/1483, 8-11=302/1479. 7-11=-477/143 ```,\IIIIIIIPIIII NOTES- ��, PEAS. M �s� 1) Unbalanced roof live loads have been considered for this design. ��%�1.......... .;9�� 0i�� 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124ni TCDL=5.Opst BCD1_=3.0pst, h=15ft; B=88ft; L-421I eave=511t Cat. II; Exp B; Encl.. GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip D&=:1.60 i 3) Provide adequate drainage to prevent water pending. No 53681 Q 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss, has been designed for a 10.0 psf bottom chord live load noncancument with any other live loads. �. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 cattle will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Bt=lb) 9 16=409, 10=347. �' A� O 8) This trockuss desappled requires that yt the bottom chard. structural wood sheathing be applied directly to the top chord and 1/2"gypsum 'j��5 ,ORt .�S`ONA EtJ��. Michael S. Magid PE No.53681 MITek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September14,2018 AWARWNO- Veriyydesignparamelsm, antl READ NOTES OH MSAND INCLODWMITENREFERENWPAOEMrI-TV3 m. 1MMO15BEFORE WE Design send fdruse only want MlTeModnnedors.m We design is based any upon parameters ahoem, and is for an lndiNdual building component,not ■ a truss system. Before use, the building designer must veMyth. appicxbigrydf iled, parameter and property incommode mis dealgn Into the dvereg ■ buidingdesigm Bracing Indicated laid prevent buckling of lndiddual imsfweb andldrehard members only. Additional temporary and permanent lancing WOWIs always required tractability and to prevent wflapsewgh possible personal Injury and propeM damage. For general guidance regemind the fabdceddn.storage, delyery, erection and brscdng of Busses and truss Warrant, see ANBIriPil Quality Canada, DBMS and SCSI Building Component Safety Informatlon intimate rrom Terse Plate Insthule, 218 N. Lee affect, Suite 312, Alexandria, VA 22314. 69M ParFa East Bird. Tampa, FL 361310 Job Truss Truss Type - Dty Ply J36738-Bishop Homes LLC-Bishop Res. T75087796 J36738 A16 Roof Special 1 1 Job Reference o dowel East Coast Truss, FL Pierce, FL 34946 4x4 = 8.220 s May 24 2018 MITek indusmes, Inc. Fri Sep 14 11:26:55 2018 Page 1 Scale = 1:59.9 3z4 = 2x4 I Site = 4x6 — 3A = 3x4 = SA= 2z4 II 3x4 = 3xe I 3xe II LOADING (psQ TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.89 BC 0.93 WB 0.68 Matrix -AS DEFL. Vart(1.1.) Vert(CT) Horz(CT) in (loc) Ildeft L/d -0.30 13-15 >999 240 -0.57 13-15 >631 180 0.04 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 196 to FT=0% 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. WEBS 2x4 SP No.3"Except' 2.16,8.10: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. fib/size) 16=1649/0-8-0, 10=154910-8-0 Max Hoa 16=-190(LC 6) - Max Uplift 16=-409(LC 8). 10=347(LC 8) FORCES. fib) -Max. Camp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1803/411, 3-4-1817/523, 4-5-2526/694, 5-6-2144/554, 6-7=1702/438, 7-8=1480/357 BOT CHORD 15-16=-169/250, 13-15-185/1367, 12-13=-258/1494, 11-12=239/1267 WEBS 3.15=-439/208, 4-15-119/479, 4-13=-392/1574, 5-13-1520/465, 6-13-159/861, 2-16-14991429. 8-10-14431356, 2-15-282/1507. 7-12-711325, 7-11=-488/126, B-1 1 =283/1424 is NOTES- \D �L \ �J,Mq 1) Unbalanced roof live loads have been considered for this design. •� S' G E N Q �i 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst,, BCOL=30paf; h=15ft; B�Sft; L=42rt; eave=5ft; Cat. F•'� 11; Exp B; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 NO 53681 3) Provide adequate drainage to prevent water pond ing. •; 4) Plates checked for a plus or minus 0 degree rotation about its center. * ' 5) This (fuss has been designed fora 10.0 fast bottom chord live load nonconcumem with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the bottom chord and any other members, with BCDL=10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable o1 withstanding 100 lb uplift at joint(s) except (t=lb) i9 16=409, 10=347. 8) This truss design that 7116" be directly to the top 1/2" .C,[•� , A, �j,`- '• it requires a minimum of structural wood sheathing applied chord and gypsum sheetrock be applied directly to the bottom chord. 0 R �i SS/.-.: :•. •G\ .\\ Michael S. Magid PE No.53681 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 14,2018 ®wARMNG-VeHyy desl9n paramefers and READ NOTES ON THIS AND INCLUDED Mrt K REFERENCE PAGE MOJ472 rev. UYS112015 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 lass system. Before use, the building designer must verify the applicability of design parameters and propeM heoryorata this design into the overall buildingdesign. Bracing Indicated is to prevent bunking of Individual truss web andlor chord members ony. Additional temporary and permanent bradng MiTek- IsalwaysrequiredforstabiilryandtopreventcollapsewithpossiblepersonallnjuryantlpropeMtlamage. For general guidance regaining the fabricator. norage,delivery, erenion and loading oflNsses and truss systems, see ANSIRPII Quality Canada, DSB419 and BCSI Building Component 69M Parke East Blvd, Safely Infmmatlon available from Truss Plata Innate; 218 N. Lea Street, Sude 312, Alexandria, VA 22314. Tampa, FL U610 Job Truss Truss Type Oly Ply J36738-Bishop Homes LLC-Bishop Res. T15087797 J36738 A17G Roof Special Girder 1 .y L Jab Reference (national) East Coast Tmss, Ft. Pierce, FL 34946 4x4 = 8.220 s MeV Z4 ZU16 MI l ex ineusmes, Inc. i r. bep 14 11 YO:0f ZUIa Scale = 1:59.8 3x4 = 2.4 II 48 = 3x4 = 44 = 6x8 = 4W = 34 II 3x4 = 3.8 II 2x4 II HHUS26-2 Plate Offsets(Xy1- 11'0-2-13Edgel f1'0-0-00-1-3115'0.5-00-2-01 f7'0-5-40.2-01112'0-400-3-121 LOADING (pso SPACING- 2-0.0 CSI. DEFL. in (loc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Velt(LL) -0.16 15-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.32 15-16 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(CT) 0.04 10 We n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 414 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-14: 2x6 SP No.2 WEBS 2x4 SP No.3'Except' 2-17.8-10: 2x6 SP No.2 WEDGE Left: 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4.11-7 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 17=192710-8-0,.10=2883/0-8-0 Max Horz 17=-190(LC 23) Max Uplift 17=-554(LC 8), 10=933(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2398/640, 3-4=2362/748, 4-5=-3859/1172, 56=-4333/1413, 6-7=-0333/1413, 73=3608/1241 BOT CHORD 16-17=171/262, 15-16=-021/1938, 13-15=1241/4459, 12-13=-1242/4460, 11-12=-1009/3117 WEBS 2-17-18561573, 2.16=482/2027, 3-16=434/205, 4-16=208/496, 4-15=77812575, 512=950/671, 6-12=-269/135, 7-12=548/2396, 7-11-726/51, 8.11-998/3116, 8-10-26591913, 5.15=2306/821 NOTES- Continued on page 2 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row, at 0-9-0 oc. Bottom chords Connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0.7-0 Co. Webs Connected as follows: 2x6 - 2 rows staggered at 0-9-0 DO, 2x4 - 1 row at D-9.0 oc. 2) All loads are Considered equally applied to all plies, except 8 noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been Considered for this design. 4) Wind: ASCE 7-10: Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsY BCDL=3.Opsf; h=15ft; B=8811; L=42ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL-1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 par bottom chord live load noncencurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chard and any other members, with BCDL = 10.Opsf. 9) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Ql=lb) 17=554,10=933. 10) Use Simpson Strong -Tie HHUS26-2 (14-1Old Girder, 4-1 Od Truss) or equivalent at 2555 from the left end to connect truss(es) to back face of bottom chard. 0" pSL S ....1.4. 46Nis No 53681 0•�,(;�% A,*/��./,(t/��_/�/•�•/ Wes` �I\' 0R{O• \% Aft - I'll O N Michael S. Magld PE No.53681 MITek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: September14,2018 ®WARMNO. VufrydWgn,ammeters antl READ NOTES ON MM ANOINCLUOEDMITEKREFERENCEPAGEMII-1473 rev. 10103/2015 BEFORE USE. ■ Design validforme onlywM MgekO wnneclors. This design la based only upon pammetem sham,and@fnranlndlNdual building component not ��• aWsa Wstem. Before use. [be building designer must vary the applicability of design pammetars and propaMinwrpmstetbisdealgn interne overall �+�•YYf buildingdealgn. Bmdng leckated is to prevent buckling of lrall,kuallmssweb andlorchdM members only. AddhionaltemporeryentlpannaneMbmdng Welk' always required for s1abllily and to prevent wgapse with possible personal Injury and property damage. For general guidance regarding the fabkotion. storage, delivery. Oradienand among oftmsses and ease systems, sea ANSVrPli Quality Criteria, GSa-09 and SCSI Building Component available from Train Plate Institute, 218 N. Lee Street gone 312, Alexandra, VA 22314. fi904 Perks East Blvd.Saferylnformatlon Tampa, FL 36610 / Job Truss Truss Type Qty PlyJ36738-Bishop Homes LLC-Bishop Res. T15087797 J36738 A17G Roof Special Girder 1 2 Job Reference o 8ona1 East Coast Tmss, FL Pierce, FL 34946 6.220 s May 24 2018 MiTek Industries, Inc. Fri Sep 14 11:26:57 2018 Page 2 IDAroVKPGvObEjFbjY05 Bcye3kR-uAbM8N 3yRwSNZQ5ke_Smjs%gPs[wMPe TuyEydk21 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12316 doom and 108 lb up at 2741-0 on top chord, and 1341b down and 283 IS up at 27-7-4 on bottom chord. The design/selection of such Connection device(s) Is the responsibility of others. LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 14=70, 45=70, 6-7=70, 7-9=70, 18-21=20 Concentrated Loads (lb) Vert: 7=56(B) 12=1564(S) 11=92(B) ®WARNING- Yerey CretinparEmef. dM5kDNOTSS ON TOUS"DINCLUDPD MREKREFERENCE PAGE NX703n,. 1=34015 BEFORE USE Design vaid for use only with MmeL®oonnectors. This design is basedo* uponparaMddmS ahmvn, end is for an Individual building componem.not ��• 8 tmss system. Before use, the building designer must wriy Me appgwbdy of design parameters and property Incorporate this design Wo Me overall buildMgdasign. Br.Wglndicatedlstopnventbuthing.finEiNdualtmnwebandlarthoMmembamonly Additional temporary and permanerd among for liability end to prevent wH.p.awfth possible personal Injury and property damage. For general guidance regarding the MOWIsaWe,required fabrication, storage. delbery, erection and bracing eftmsses and Miss systems, see ANSVIP11 Duality corers, DSMS and SCSI Building Component Safety Informal on available Nam Truss Plate InaftWo, 218 N. Lee Street, Sage 312. Atenndra, VA22014. 6906Pm1m Eert BIW. Tampa, psi MIS Job Truss Truss Typo Oty, Py J36738-Bishop Homes LLC-Bishop Res. T75087798 J36738 A18 Common 7 1 Job Reference National) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc Fri Sep 1411:25:58 2U18 ?age 1 IDAmVKPGvObEJFbJY05_Bcye3kR-MM9kMj7hjlkRiVJydfR9D_G614JIUPbYNeCRUhydk2h 84L72 134L8 184.6 20J-1 263.13, 7-1 8-8-12 4.9-13 4-9-13 1-10-13 R 12 414 = _ 2M 4x8 = U4 — 4x8 = 2x4 I U4 — ax4 sea II axe II Scale =1:51.3 rN LOADING (psQ TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.45 BC 0.85 WB 0.40 Matdx-AS DEFL- in Vert(LL) -0.28 Vert(CT) .0.48 Horz(CT) 0.01 (too) VdeO Ud 9-11 P955 240 9-11 >567 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 149 lb FT=0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 'Except' 2-12,6-8: 2x6 SP No,2 WEDGE Left: 2x4 SP No.3, Right: 20 SP No.3 REACTIONS. (lb/size) 12=121910-8-0, 8=121910-8.0 Max Horz 12=190(1_C 6) " Max Uplift 12=-335(LC 8), 8=335(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1297/295, 3-0=1313/407, 4-5=1313/414, 5-6=1297/301 BOTCHORD 9-11=65/852 WEBS 4-9=158/593, 4-11=147/593, 2-12=1153/336, 6-8=1154/307, 3-11=-445/212, 2-11=179/1081, 6-9=-14511083, 5-9=.445/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. \\ 2) Wnd: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.0psf; h=1511; B=88ft; L=42ft; eave=5ft; Cat. II; Exp B; End.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 100, 3) Plates checked for a plus or minus 0 degree rotation about its center. ��\ p\ •'�,\ C E N S�('•, �Q �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 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 24)-0 wide No 53681 will rd 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 1001b uplift at joint(s) except (P=lb) 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2"gypsum T T� sheetrock be applied directly to the bottom chord. 53 " T / IF •�� y Ir.tOs • 40 R 1 �. N A4 '��%%% Michael S. Magld PE No.53681 MiTek USA Inc. FL Cert 6634 6904 Parke East Bind. Tampa FL 33610 Date: September 14,2018 AWARMNO- VahydaslgnpammatemmdREAD NOTES ON MIS AND INCLUDEOMIEKREFERENCEPAGEMII.7471rev,I M312015BEFOM USE • Design valid forum onyweh MmeMconnedors. Ufa design is baud onyu,m parameters shown, and is for an voiNaual building comp muc, not a Wss aeslem. Seems use, to bulding designer must Miryme apprmebeay of design parameters and pmpeay ince,orate this design Into Vine overall bulidingdesign. BradngtndimtedbtoprevembuMingaflndMdualtmmwebanNorcbammembersonly Addiaonaltemporeryand permanent boating We[( cause required or stability and to prevent collapse with meadow personal hlury and property damage. For garmal guidance regarding the fabrication. Storage, delivery, erection and bracing ofauves and truss systems, we AN9PiP11 Quality crnena, DSMS and SCSI Baoding Component 541ey Irdomration MiM 1e00m Tmss Plate Ins 0,218N.Lee Sued,auee312,AIeaandde.VAU314. e904 Parka Feat Bind. Tampa, FL 05610 Job - Truss Truss Type Dry Ply J36738-Bishop Homes LL"ishop Res. T75087799 J36738 A19 Common 1 1 Job Reference a NOnal test Coast lmas, bL Pierce, FL 34a4b 6.9-15 1-110-14 U.LLV S May L9 LV Ia NIIIex IIIUUSta.d. n, "'on, IY ICu.. ftlgtl 1 4x4 = Scale= IA9.9 [; it to '- '-- B 7 3x4 2x4 II 4X8 = 3x4 - 4x8 = 2x4 II = 3Xd II 1-108 2 84412 94)b 18-2-7 25-2-8 1-10A 66-0 1A-9 8-5-2 Plate Offsets(X.Y1- WO-D-0.0-1-31.11:0-2-13.Edae1 LOADING (psQ SPACING- 2-o-0 CSI. DEFL. in (loc) I/det Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.28 8-10 >960 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.48 8-10 >571 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 HOR(CT) 0.01 7 Na n/a BCDL 10.0 Code FBC2017rFP12014 Matrix -AS I Weight: 142 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Calling directly applied. WEBS 2x4 SP No.3 *Except* 2-11,6-7: 2x6 SP No.2 WEDGE Leff: 2x4 SP No.3 REACTIONS. (lb/size) 11=1233/0-8-0, 7=1015/0-8-0 Max Ho¢ 11-176(LC6) - Max Uplift 11=-337(LC 8), 7=228(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 lb) or less except when shown. TOP CHORD 2-3=-1316/298, 3-0-1332/411, 4-5-1361/423, 5-6-1344/308, 6.7=977/242 BOT CHORD 8-10-106/862 WEBS 3-10=-144/212,4-10=147/589,4-8-166/636,5-8=-454/217,2.11=1192/358, 2-10=183/1097.6-8=134/99D NOTES- 11111111/E� 1) Unbalanced rooflive loads have beenconsidered fdrthisdesign. 1111 its 2) Wnd: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=88ft; L=42ft; eave=5ft; Cat. a, p SL„`S' 4 '1j- II; Exit B; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,��1�\il E N Q '� 3) Plates checked for a plus or minus 0 degree rotation about its center. �� l• �� C ,9'-. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 53681 will rn between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical Connection (by others) of buss to bearing plate Capable of withstanding l DO lb uplift at joint(s)except Toth) 11-337,7=228. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. r9�� qv� Michael S. Ma01d PE No.53681 MRek US& Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 14,2018 AWARMNG-Verily design parameter and READ NOTES ON TNIS ANDINCLUDED IM EK REFERENCE PAGE M-7a2 rev, IdAr"015 BEFORE USE Design valid for use any with Wants, surrenders. This design is based only upon pammetehs shown, and 13 far an Individual bulding component, not assaa lat a Was eyatem. Notes me, the bulling designer mug verity Me appIvsbisty of design parameter and property incorporate this design into the overall buldingdesign. Bmdng Indicated late prevent budding ofindNldual truss web and/or chord members onty. AdditOnal temporary and parhnenent among WOW always required for stability and to prevent collapse with possible personal Mlury and property damage. Forgeneralguldanceregmdingthe fabtlwtan,gorge, detvery, emdlon and badng oftmssesand Wn cystema, ¢ae MSM110uailty Castle, DSM9 and SCSI Building Component Salety Irdormatlon available from Truss Plata Ingtma, 218 N. Lee Street, Suda 312, Akxumdda, VAzt314. 6904 Parke East Bad. Tampa, FL W610 Job Truss Truss Type Oty Ply J3673&Bishop Homes LLC-Bishop Res. T15087800 J36738 A20 Common 3 1 Job Reference (optional) Last coast l rules, rL tierce, rL,wsao ,,. ....,.,,.T-'...........-.....__r.. ..._..__- 4.9-13 4x4 = Scale =1:49.9 11 3zd = 2x4 It 4x8 = 3x4 = des = 3.4 I 3z8 II LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS'. TC 0.65 BC 0.85 We 0.41 Matrix -AS DEFL. in Ved(LL) -0.29 Vert(CT) -0.48 H=(CT) 0.02 (loc) Udell L/d 8-10 456 240 8-10 >571 160 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 141111 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 -Except* 2-11: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 11=1239/0-8-0, 7=1021/Mechanical Max Horz 11=-177(LC 6) - Max Uplift 11=339(LC 8), 7-229(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1325/301, 3-4-1342/413, 4-5-1391/431, 5-6=1371/313, 6-7=979/243 BOT CHORD 8-10=106/871 WEBS 3.10=-444/212, 4-10=-147/587, 43=174/663, 5-8=468/224, 2.11-11981359. 2-10=-185/1107, 6-8=-139/1008 NOTES- ♦ ♦♦ `, Et-a`S'p,t �I N Unbalanced roof live loads have been considered for this design. ♦ �/� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf h=15ft; B=88ft; L=42ft; eave=5ft; Cat. ♦% �P•• • •• �q i� II; Exp B; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ,�O AA�O,.•\p E N S'• ;C'/ ��� 3) Plates checked for a plus or minus 0 degree rotation about Its center. C' .• ♦. F . Q i 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument 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 N O 53681 will Td between the bottom chord and any other members, with BCDL = 10.0pst. * ' 6)Refer to girders) for truss to truss connections. _ * ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1DO III uplift atjoint(s) except jt=lb) .G / y 41jEI t1=339, 7=zzs. STAT IJ' �'a"� 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrdck be applied directly to the bottom chord. ' ♦� 11111111110 Michael S. Magid PE No.53681 MRek USA, Inc. R. Cen 6634 6904 Padre East Blvd. Tampa FL 33610 Date: September 14,2018 ARARMNG-Verlry designpammeren entl READ NOTES ON THIS AND INCLUDED AaTENREFERENCE PAGE sid-7n3 rev. 100=015 BEFORE USE. seasse Design valid mruse only whh Mnek®conneCors. This design is based only upon parameters shown, and Is Man Individual building component, not a tress system. Before use, the building designer must verify the applicability of design pammelere and propeM Inco poratems design Intotbe overall buiidingdesign. Bracing indicated late prevenlbuciding oflndMdualtrusswebdnd/ar Chord members only. Additional temporary and permanent bracing qAI Is always requiredfer stability and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding the Itl1iTOW rebdcatlon, storage,delivery, creches and among artreases and Was systems, sae ANSUTPI1 Duality Idiana, DSBA9 and BCSl Building Component 69M Parke East SM. SafelyIntormalon avallabla Wm Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VAZ1314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J36738-Bishop Homes LLC-Bishop Res. T750B7801 J36738 A21 Hip 1 1 Job Re e ce (aigbonall seer a.oax muss, rt. riu,w, rL.r,o-ro........_.....r___........_-...____.__...._....__�....._.._.__._._e_- i S-0-0 14-0 ' 54-0 ' 1-0.9 ' 6.5-15 4x4 = 4x4 = 4 5 3x4 = 2x4 II 3x4 = 3x4 = 3ed = ozn — 3x4 = 2x4 11 — _ axe II 3.8 II State = 1:48.8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017rrP12014 CSI. TC 0.32 BC 0.34 WB 0.42 Matrix -AS DEFL. Vert(1 Vert(CT) Horc(CT) in (too) I/deg L/d -0.04 10-12 -999 240 -0.09 10-12 >999 180 0.02 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 157111 FT=O% 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. WEBS 2x4 SP No.3 *Except* 2-15,7-9: 2x6 SP i WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 15=1219/0-8-0, 9=121910-8-0 Max Horb 15=-181(LC 6) - Max Uplift 15=-335(LC 8), 9=-335(LC 8) FORCES. gla) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1235/291, 3-4=1033/305, 4-5=845/308, 5-6=1033/306, 6-7=1235/301 BOT CHORD 13-14=163/1078, 12-13=-74/845, 10-12=172/1034 WEBS 3-13=-313/112, 6.12=-313/123, 2-14=221/1090, 2-15=1119/336, 7-10=190/1090, 7-9=1119/302 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=S.OpsF BCDL=3.Opsf; h=15ft; B=88ft; L=42ft; eave=5ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beefing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 15=335,9=272. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ri .%eL No 53681 Michael S. Ma01d PE No.53681 MRek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September14,2018 ®WARNING-Verapdral9nyar shimsmMREADNOTE50NTHI5ANDINCLUDEDMITEHREFERENCEPAGEMII-r4T5rev. 10012015BEFOREUSE !- Design valid far use oniywilh ldlrek® conneotom. This design Is based only upon parameters shorn, and is foran InclAdual building component, not a truss system. Before use, Me building designer must verry Me applicability of design pammetem and property Incorporate this design into the o remll bulldingdeslgn.grading Indicated la to pram buoMing ofladibbi tmsa weband/or chord members only. Additional tempamry and permanent bracing M(r Tpik Is always required for stability and to prevent wili who possible personal Injury and property damage. For general guidance regarding the fabdnatlon,storage, saki erection and trading oHmsses and truss systems, see ANSUrPit Quality Cdtmla, DSBa9 and BCSI Building Component 69M Parke East Blvd. safety IMermotion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, A utho rs, VA 22314. Tampa, FL 36610 Job Truss Truss Type City„ Pty J36738-Bishop Homes LLG-Bishop Res. ' T15087802 J36738 A22 Hip 1 1 Job Reference a Bona East Coast Tmss, Ft. Pierce, FL 34946 I 8220 S May 24 2U18 Mi I en 1-0-9 4x8 = US = fro bep 14 1l:zruz zuld rage 1 E9gg0oLhE00DTBIGAfdSydk2d 27-1-0 6515 Scale =1.46.3 2x4 11 3x4 = 3x4 = 5x8 = 3x4 = 2x4 II 3.4 = US 3xa II 3.8 II i_ N M 6" e0.8 I 10-d�OnB I 16-2A I zoQ-B I zb-iod 262A P'-M1-0 Plate Oftsets(X.Y1- rtO-2-13.Edge1 fl,O-0-00-1-31 f4'D-5-40-2-01 f8'D-2-13Edee1 fB'0.0-00-1-31 H1�0.3-120.3-01 LOADING (psq SPACING- 2-0.0 CSI. DEFL. In (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(OT) -0.07 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.02 9 n/a Na BCDL 10.0 Code FBC2017rFP12014 Matrix -AS Weight: 1581b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except' 2.14,7-9: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP'No.3 REACTIONS. (lb/size) 14=1219/0.8.0, 9=121910E-0 Mari 14=-153(LC 6) Max Uplift 14=-335(LC 8), 9=335(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. CompdMax.Ten. - All forces 250(lb) or less except when shown. TOP CHORD 2-3=1188278, 3-4=1115/315, 4-5=945/311, 5E=11141317, 6-7=1188/290 BOT CHORD 12-13=157/1026, 11-12=-1111944, 10-11=168/996 WEBS 2-14=1120/330, 7-9=-11201297, 2-13=221/1074, 7-10=19211074 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf, h=1511; B=88ft; L=42ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at Joints) except Ut=lb) 14=335,9=272. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. E IN No 53681 i 0T•• � 'sS�0NA" S %%%. Michael S. Ma91d PE No.53681 Milk USA, Inc. FL Dert 6634 69D4 Parke East BNd.Tampa R.33610 Date: September14,2018 AWARNINO- flamer Margn paznsfers arMRFAD NOTES ON MIS AND INCLUDED e K REFERENCEPAGE a0F7473 m. 1NOYSof56EFORE USE. Danish vote for use eery udm Wells oulaun as. This tlesign is baud only upon parameters sham, and is for an OMlMdual building companen4 not ��• a Wsasystem. Before use, Me building denigner must verify me appBcabiNy of design parameters and properly incoryorote MIS design Into the Sunni buildingdmign. Brumg Indicated laid prium budding ofindMdual truss web andfor chand members a*.AtleNonaltemporary and permanent loading Is ■■■��.YYY■■ MiTek' always required for alobltty and to prevent collapse wbb passible perwnal Injury and propertydamage. For general guidance regarding the fabrication,Storage, didnery, erection and among of trusses and Vuss systems, see ANSMI1 quality Criteria, DBMS and BCSI Building Component Safety hdmmaeon auldede horn Thus Plata Inslaule, 218 N. Lae Street. Sul. 312, Alevanddia. VA22314. 69" Parke Fast BNd. Tampa, K 36610 Job Truss Truss Type Ory, Py J36738-Bishop Homes LLGBishop Res. T15087803 J36738 A23 Hip 1 1 Job Reference (optional cast e.Dasc puss, i-, amor, r,.wseo 4-" 4." 3-0-0 08 = 1x4 II 4x8 = 4 24 5 25 6 aal n, ocy, ,-,-rum Scale -1:46.0 3x4 = 2x4 II 3z4 = 3z4 = ads = 3x4 = 3x4 = 3x4 = 2x4 II 3x4 = 3.8 II 34 II LOADING (par) TCLL 20.0 TCDL 15.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-D-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress In" YES Code FBC2017/TPI2014 CSL TC 0.26 SC 0.28 WB 0.40 Matdx-AS DEFL. in (loc) gdeft Ltd Velt(LL) -0.03 14 >999 240 Vert(CT) -0.0814-15 >999 180 Horz(CT) 0.02 10 We n/a PLATES GRIP MT20 2441190 Weight: 161 lb FT=0 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. WEBS 2x4 SP No.3 'Except- 2-17.8-10: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 17=121910-8-0, 10=1219/0A-0 Max Horz 17=125(LC 7) - Max Uplift 17=335(LC 8), 10=335(LC 8) FORCES. (Ib)- Max. CompdMax. Ten. -All foxes 250 IN) or less except when shown. TOP CHORD 2-3=-1101/255, 3-4=1158/312, 4-5=1218/353, 5-6=1218/353, 6.7=1158/318, 7-8=1101/270 BOT CHORD 15-16=146/948, 14-15=-137/994, 12-14=143/994, 11-12=161/929 WEBS 2-17=1118/316, 8-10=1118/283, 2.16=224/1062, 3-16=321/105, 7-11-321/93, 8-11=199/1062, 4-14=78/370, 6-14=78/370, 5-14=363/135 NOTES- 1) Unbalanced roof live loads have been Considered for this design. ,1111111111011, , I % PAL S. 2) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf BCD1.4.0psf h=15ft; B=88ft; L=42ft; eave=5ft; Cat. ``�G�•�Ci E N .;9(1j�'0 II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 S 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its Center. NO 53681 5) This truss has been designed for a 10.0 pat bottom chord live load noncencunent with any other live loads. * ;• •� 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in. all areas where a rectangle 3�6-0 fall by 2-0.0 wide will fit between the bottom chord and any other members. -fl 7) Provide mechanical Connection (by others) of truss to bearing plate capable of wfthstandin9 100 lb uplift at Joint(s) except Qt=1b) TA 17=335, 10=272. ;�� n 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Q All- E�C>IO 111111 Michael S. Magid PE No.53681 MITek USA, Inc. FL Cart 6634 69D4 Parke Fast Blvd. Tampa FL 33610 Date: September 14,2018 ®WARMNG. Verhydastgnparamefera and READ MOTES ON MSANDINCLUDEDMNENREFENENCEPAGEMIF7MMK 10VOM ISBEFORE USE Design vagd forum o*,oth Mrieloswnnedors. This design is band onbrWon parameters shoam,aM iota an lnd'Mdual building component not �*e■■■■ IS m. a"as systeEdam use, Us extend designer mud verey Me appaeiy wbof design parameters and propeM immolated this design We the overall `. ..Y� buedingdesign. Bmdnglndlwtedbtopme Mbuc ingoflndiWdualtmssw bandlorc Odmembamonly, Addbionaltemporaryand permanent Macro WOW ahm,s required for dablgy and to prevent odapaewbh possible personal mury and propeM damage. For general guidance reganling the fabdom0n, storage, delivery, erection and trades oftrusses end truss systems, see MriVTPII eual Cmeda, 058A9 and BCSI Building Component Safefyb4erma0on avaeable from Truss Plate houses. 218 N. Lea Street Sum 312.Alexa ara.VA 22314. 69" Pena Fast Bed. Tampa. FL 36610 Job Truss TrussType Oty Ply J36738-Bishop Homes LLC-Bishop Res. T15087804 J36738 A240 Hip Girder 1 1 Job Reference o fional East Coast Truss. FL Planes, FL 34946 3 15 3 9 4 15 4x8 = 8.220 s May 24 2018 MiTek Industries, Inc. Fill 1x4 II sx4 = 4x8 = 14 11:27:05 2018 3515 Scale = 1:46.0 _ 3M II dx4 = 3x8 = 5x6 = 4xd = 34 I 3x4 = 3x4 3x8 II 3x8 II 1-103 22 6103 11.47 15A-9 20-2-8 24103 2 2 27-1-0 1-10.8 0-d d5d5 s d7 5 dA0 Oa 1d0-a Plate Offsets (X.V)— 11:0-2-13.Edael. 11:0-0-0.0-1-31. 13:0.5-4.0-2-01.16:05-4.0-2-01. 18:0-2-13.Edcel.I8:0.0.0.0.1J1.111:0.2-8.0.3-01 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (too) Udeg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.46 Vert(LL) 0.15 11-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.1611-12 >999 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.58 Horz(CT) 0.04 9 n/a file BCDL 10.0 Cede FBC20171TP12014 Matrix -MS Weight: 148 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 *Except* 2-14,7-9: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 20 SP No.3 REACTIONS. (Ib/size) 14=1577/0.8-0, 9=1576/03-0 Max Holz 14=97(LC 7) Max Uplift 14=1002(LC 8), 9=1002(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc praline. BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. FORCES. (lb) - Meet. Camp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=1706/1230, 34-2151/1605, 45=2151/1605, 5.6=-2111/1583, 6-7=1704/1238 BOT CHORD 12-13=1013/1443, 11-12=-147712147, 10.11=1010/1441 WEBS 2-13=1082/1532, 3-12=621/945, 412=-470/268, 5.11=-487/271, 6-11=607MI3, 7-10=1055/1529, 2-14=1480/996, 7-9=14771959 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf BCDL=3.Opsf h=15ft; B=88ft; L=42ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chard live load noncencument with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0-0 wide will fit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ID uplift at joints) except Ut=1b) 14=1002,9=938. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 108 IS up at 7-0-0. 123 lb dawn and 101 IS up at 9-0-12, 123 It, down and 101 lb up at 11-0-12, 1231b down and 101 lb up at 13-0-12, 123 lb down and 101 lb up at 14-3-4, 123 lb down and 101 lb up at 16-3.4, and 123 lb dawn and 101 Ill up at 18-:3.4, and 123 Ib dam and 108 Its up at 20-4-0 on top chard, and 1341b dam and 283 IS up at 7.0-0, 31 lb dawn and 661b up at 9-0-12, 31 Ill down and 6616 up at 11-0-12, 31 IS down and 66 lb up at 13-0-12, 31 Ib dawn and 661b up at 143-4, 31 Ib down and 66 Ili up at 16-3d, and 31 It, down and 66 lb up at 183-4, and 1341b down and 2831b up at 20-3-4 on bottom chord. The designtselection of such connection devices) 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(5) Standard °�111 PSL �Sg,Mq " C E N SF.?i 40 No 53681 13 R I'D SS'ON Ai Michael S. Magid PE No.53681 MRek USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September14,2018 A wARMNO- Vedlychad osparamefers and READNOTES ONWa ANDINCLUDED MREKNEFERENCEPAOE MII-TQO rev. faNTOp16 BEFORa usS, Design wild feruse onlywilh MneMunnedom.Thisdestgn abasedonyupon parameterasumn, and reform inllydualbulding component, not �*e a wasryatem. Before use,the building designormusl vmifyNeappi bliyofdeslgnpammMemand property lnwmortetNsdeSign Intend overeff ■■■���iYY�■■■ ..Y� buildingdeclgn. Bradngindirztedlsto preventbucding oflndMdualtmssweb andlarcbord member only. Additional temporary and permanent balding WOW always required for stability and to prevent wilapse with possible personal injury and property damage. For9eneralguldanwregardingthe fabdwtion, storage, delivery, erection and bredng oftmuea and truss systems, see ANSUTP11 Quality Chada, DS049 and SCSI Building Component Safety Information available from Tmss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA223f4. 69p4 period Fast BMd. Tampa, FL 36510 Job Truss Truss Type MYPty J36738-Bishop Homes LLC-Bishop Res. TI5087804 J36738 A24G Hip Girder 1 7 Job Reference o bona East Coast Truss, FL Pierce, FL 34946 a.au s may 44 401a mi t en mausmes, in, Fd Sap vs 1,.u.05co,o r=Bo 2 ID:AroVKPGvObEIFb)Y05 Bcye3kR-fi4Ng6544ucR2ba2ZPnsm52HquAEDXVa DPJEnydk2a LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Incease=1.25 Undone Loads (pip Vert: "- 70, 3-6=-70, 6-8=70, 1518=20 Concentrated Loads (lb) Vert: 3=56(B) 6=56(S) 13=92(8) 11=14(B) 10=92(B) 21=56(B) 22=56(B) 24=56(B) 25=56(B) 27=56(B) 28=-56(B) 29=14(B) 30=14(B) 31=14(B) 32=14(B) 33=14(B) ®WARNING-Verfyda Vparamett.and BEADNOTES ON NITSAND INCLUDED MREKREFERENCE PAGE 4047Q3 rev. 1d022015BEFORE USE. Design valid brow onlywith MiTOWconnedon. This design is based only upon parameters shown, and is bran bMindual building compenenl, net a miss system. Before use, the balding designer mot only the applicability of design parameters and propeVriodrdmale 013 design bdotha oreraff buildingdeslgrt Bracing Indicated is to prevent buGding of lnEiWdual miss web andlor chord members only. Additional temporary and pemnnent bmdng _ MiTek Is alwaysired resume! for Mobility and to prevent cogapse with possible pemonal lnluy and limpidity damage. Forgemral guidance regarding the fabhoatlsn, sbmge,delivery, enaction and bmdng of minas., and tmae system.,... MIR'naII Ouality Cdteo, DSB419 and BOst Building Component Safety Ioronnaeon avaliable hem Tmss Plate Inotiand, 218 N. Lae SVeet, Soe 312. Noandda, VA 4314. 6904 Parke ad Byd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J3673 -Bishop Homes LLC-Bishop Res. T75087805 J36738 C01 HALF HIP 1 i Job Reference National) East Coast Truss, FL Pierce, FL M946 8.220 s May 24 2018 MITek InaustheS, Inc. Fd Sep 14 5x5 = 3x6 = axb = 7-0-0 9 9-0 7-0-0 2-9-0 Scale-1:31.4 Plate Offsets (X Yt— 12'0-2-8 0-2-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.07 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.10 5-0 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix -AS Weight: 671b FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Excepl' 34,1-6: 2x6 SP No.2 REACTIONS, (lb/size) 4=414/0-8-0, 6=414/0-e-0 Max Holz 6=199(LC 7) Max Uplift 4=242(LC 5), 6-209(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (go) or less except when shown. TOP CHORD 1-2-338/153. 3-4=-423/249, 1-6=-345/140 BOTCHORD 5-0=280/256 WEBS 2-5=321/101, 3-5-272/452 BRACING - TOP CHORD Structural wood sheathing direly applied. except end verticals. BOT CHORD Rigid calling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.Ops1; h=15ft; B=881t; L=42ft; eave=5ft; Cat. II; Exp B; Encl., GCpl=0.18: MWFRS (directional); end vertical right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pat bottom chortl live load nonconcurrenl with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to hearing plate Capable of withstanding 100 IS uplift at joint(s) except (jt=lb) 4=242,6=209. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. J �G ............ E N • �'i�i 1 �\ F 1 i No 53681 96' •;UR1 vim. "0NAi S .%"%. Michael S. Malild PE No.53681 MRek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Due: September14,2018 AWARNING- 16aroydealgnpanmef eei.adAZAID NOTES ON THISANDfNCLBDEDM?EKREF£RENCEPACEMPA173rev. 10,0U2015BEFOREUSE Design valid foruae cedy.ch MireMeamsedMe. TNs assign or based only upon parameters sheen, aM is fM an IndMdual bunding component not �- a Ouse system. Bases use, %a bulling designermuat veri ythe applicability of design parameters and property incoryomte We design We me overall buddingdreign. among indicated 1s to prevent trucking oflnd'Mdual Was web anwor choral members only. Additional temporary and pomanem Orating MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage. carver,eredlou and bmcingoflmssesantltmss systems,... ANSMII Oualdy Ldreda, DS1140mi SCSI Building Component SafetyIrdmmadun avadable ham Tmss Plata Institute, 218 R Lee SOeat. Suds 31Z Alexandria, VAZT14. 69U Parka Fsst Blvd. Tampa, FL 36310 Job Truss Truss Type Oy J36738-Bishop Homes LLC-Bishop Res. T7508780fi J36738 CO2G HALFHIPGIRDER 1 �Ply 1 Jab Rofecence (optional) East Coast Truss, FL Pierce, FL 34946 35-15 3-0-9 2x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 - Rep Stress Incr NO BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 Be No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5,2-7: 2x6 SP No.2 REACTIONS. (Ib/size) 5=589/0-8-0, 7=726ro-8-0 Max Ham 7=166(LC 7) Max Uplift 5=494((-C 5), 7=385(LC 6) Max Grant 5=602(LC 29). 7=725(LC 1) 8.220 s May 24 2018 MITek Industries, Inc Fri Sep 14 11:27:07 2018 Page 1 ID:AroVKPGvObEjFbIY05 Bcye3kR.b5B7Fo6KcWs9HvkLgggKst7dLIy45W3tRXuOlydk2Y 4x4 = 34 = Scale =1:24.8 11 12 4 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TC 0.46 Vert(L-) 0.02 5-6 -999 240 MT20 244/190 BC 0.19 Vert(CT) -0.02 5-6 -999 180 WB 0.26 Hom(CT) -0.00 5 Na n/a Matrix -MS Weight: 66 No FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purims, except end ver icals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250(lb) or less except when she". TOP CHORD 2-3=495/369, 3-4=3871345, 4-5=-564/439 WEBS 2-6=302/449, 4-6=-447/488, 2.7=635/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=88ft; L=42ft; eave=5ft; Cat 11; Exp B; Encl., GCpl=0.18; MWFRS (directional); Cantilever left exposed; end vertical right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 In uplift at joint(s) except Ot=lb) 5=494,7=385. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 123111 down and 108 Ib up at 7-0-0. and 12311a dawn and 101111 up at 94112, and 115 lb down and 101 Ib up at 114)-12 on tap chord, and 197 In down and 283 he up at 7-0-0, and 31 It, down and 66111 up at 9-0-12 on bottom chard. 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 CASEIS) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=70, 3-0=70, 5-B=20 Concentrated Loads (lb) Vert: 3=56(B) 6=92(B) 11=56(13) 12=-78(B) 13-14(B) •\ �p E NS'F/ ;Gib •�� No 53681 p�ss� �NA���`�, Michael S. Magid PE No.53681 Mlrek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 14,2018 AWARMNG-Yearlydedys,p.at. and READ NOTES ON TMSAND/NCLUDEDWMKREFERENCEPAGEM1r.7a3ray.lWDllldfe BEFORE USE *R Design mile! forum only with MDek®onymename. This design is baud only upon parameters shown, and is for an Individual balding oomponeM.hot a miss system. Before use, the building designer must verify the applicability of design parameters and proper inoorfmate this design into the overel buildingeleslgn. Bracing Indicated is to prevent buoNing oladividual Was web andlor chor members only. Additional temporary and permanent bracing Is MiTek' always required for stability and to prevent emapse with possible personal injury and proper damage. For general guldanu regarded the fabrication,storage, delivery, erection and bracing oftmasea and tinu systems, see ANSITIPH quality Chad; DS829 and Best Building Component Safety Information available ham Truss Plate Inslif.m. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Seed Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty, Ply J36738-Bishop Homes LLC-Bishop Res. T15087807 J36738 MV2 VALLEY 2 1 Job Re a ce (optional) East Coast Truss, Ft. Pierce, FL 34945 LOADING (pst) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=6212-0-0.2=4812-0-0, 3=14/2-0-0 Max Holz 1=25(LC 8) Max Uplift 1=8(LC 8), 2=24(LC 8) Max Grav 1=62(LC 1), 2=51(LC 13), 3=28(LC 3) a.zzv s may tR tuw runes nmuswee, hi, Fri asp i4 ,;.2 .vo 2= ra9v i ID:AmVKPGvObEIFbY05_Bcye3kR-4HM587zMp_Ov3JYEYLZ05gvL6LpglLOgBdzg5ydk2% Scale = 17.8 2x4 i CSI. DEFL. in (loc) War Ud PLATES GRIP TC 0.06 Vert(L-) n/a - n/a 999 MT20 2441190 BC 0.03 Vert(CT) n/e - n/a 999 We 0.00 Horz(CT) -0.00 2 rule n/a Matrix-P Weight: 5lb FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc pur ins. BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. FORCES. (16)-Max. Comp./Max. Ten. -All forces 250(I1c) or less except when shown. VOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=88ft; L=4211; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a.plus or minus 0 degree rotation about Its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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-M wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 2. % p SL �S 1111111 MgG No 53681 :90�y°r /. tV� Michael S. Magid PE Nm53681 Ili USA Inc. FL Cott 6634 6904 Paden East Blvd. Tampa FL 33610 Date: September 14,2018 ®WARMNG - Verfly deslgn parameters and READ NOTES ON MIS AND /NCLUDEU MI MK REFERENCE PAGE MIF747d rev. 1"12015 BEFORE USE. Design wild for use orywlih Were connectors. This design Is based only upon parameters shown, and is her an Individual building component, not assaaar a truss system. Before use, the building designer must vmify the applicability of design parameters and property mcomorete this design Into the overall building design. Bidding indicated to to prevent buckling of Individual lass web driver chord members only. Mahood temporary and permanent bracing MOW ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and beaded aftmsaee and tress systems, see ANSII1PH Quality Oman , D513d9 and BCSI Building component 5904 Parke East Blvd. Safety Information available from Tress Plata Institute, 218 N. Lee Street. Suds M2, Alaxandrii VA22114. Tampa, FL 36310 Job Truss Truss Type Oty J36738-Bishop Homes LLC-Blshop Res. T75087808 J36738 MV4 VALLEY 2 �Ply 1 Job Reference o Bona East coast Truss, FL Pierce, FL 34945 2x4 i B2LUSMay L42U1BMIlexlnauSMes,IOC Fn BeP141121:U92Uld 2 4 LOADING (psf) SPACING- 2-U-0 CSI. DEFL, in (roc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - are 999 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Ver(CT) n/a - Na 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 me n/a BCDL 10.0 Code FBC2017rrP12014 Matdx-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=125/4-0.0,3=317/4-0-0,4=492/4-0-0 Max Horz 1=61(LC8) Max Uplift 1=7(LC 8), 3=336(LC 13), 4=223(LC 8) Max Grav 1=125(LC 1), 3=160(LC 8), 4=521(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. TOP CHORD 2-4=489/232 Scale=1:12.8 PLATES GRIP MT20 1 2441190 Weight: 14 In FT=0% Structural wood sheathing directly applied or 3-11-8 oc purling, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL-3.OpsY h=15ft; B=88ft; L=42ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 per bottom chord five load noncencement win 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-D wide will fit between the bottom chord and any other members. 6) Bearing at Joint(s) 3 Considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable Of withstanding 100 Ib uplift at joint(s) 1 except (p=lb) 3=336,4=223. �.`���G?P ALENS F9?ice No 53681 ,ONAI_ ,00%"� Michael S. Magid PE No.53681 MITek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa R. 33610 Bate: September14,2018 AWARMING- VelHydeshwparamefers and BFADNOTES ON WMANDINCLUDED BrREK1LEFERENCEPAGEM-703 m. MMOISBEFOBE 115E Design ears rorueaonywnO MmoMadanectars. This design is based Only upon parameters shown, and is foran individual building component not �*e■■■■ a truss system Before sea. the building designer must it". of design pammahms and properly Incorporate Ws design into the overact bullOingdeslgn. Bracing Indicated is to prevent buckling of indlvldual tines web mirror chord members onN. Additional temporary and permanent bracing Is always required for stability and lC prevent collapse with possible personal Irian, and property damage. For general guidance regaining the MiTek' fabrication. storage, dahren,, erection and among of trusses and truss systems,see ANS111i Quality Canada, DSBA9 and BCal Running Component Warp Irdomvtl4n available from T..Plate lambda. 218 N Lea SVeet Santa 312. Alexandra, VA 22314. 69" Parka Past Blvs. Tampa, FL 36510 Job Truss Truss Type Oty Py J36738-Bishop Homes LLC-Bishop Res. T15087809 J36738 MV6 VALLEY 1 1 Job Reference National) East Coast TmSS, H. Pierce, FL M945 oray cv co io iwi en ruu..m.. .— ni Go, ry , .c,. ry w m r Disc ID:AroVKPGvObEjFbjY05 Bcye3kR-0gtGtg9DuRFk8MSwMyN1TVNCiv7zlxEJ7V64vydk2V 2x4 II 3 4 6 5 2x4 is1x4 II 2.4 II LOADING (psQ SPACING. 2-0-0 CSI. DEFL. in (too) Wall Ltd TCLL 20.0 Plate GNP DOL 1.25 TC 0.19 Vert(LL) nta - n/a 999 TCDL 15.0 Lumber DO L 1.25 BC 0.12 Ven(CT) niter - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Hom(CT) -0.00 4 n/a me BCDL 10.0 Code FBC2017rrP12014 Matrix.P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP NILS BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 6-0-0. (lb) - Max Harz 1=98(LC 8) Max Uplift All uplift 100 lb or less at joints) 5, 6 except drawl 14(LC 13) Max Grav All reactions 2501b or less at joint(s) 1, 4, 5 except 6=295(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1s) or less except when shown. Scale=1:18.5 PLATES GRIP MT20 244/190 Weight: 231b FT=0 Structural wood sheathing direly applied or 5-11-8 cc purling, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsY BCDL=3.Opsf, h=1511; 8=88ft; L=42ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=D.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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) Bearing at joint(s) 4 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 5, 6 except 0t=lb) 4=114. 111111111111, .. Mg00� G E NSF.U'i�4�� No 53681 NA� ' �?C Michael S. Magld PE No.53681 Mttek USA, Inc. A. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 14,2018 ® WARNING- Ve4rxdoslgnpammet.andREADNOTESONTNISANDINCLUDED MITEKREFERENCEPAOEMII-T4TJrev.10,03R015BEFOREUSE. Design valid for use only with MiTek®consWors. Tnis design Is based Dory upon parameters shown, and Is for an Intlivitluel bulldog wmponant oat �- a truss system. Before use, the building designer must wily the applicability of design parameters and property Incorporate this design Into me overall buildingdesign. Bracing indicated Is to prevent bucMing ofIndidual truss web andfor chord members Iris. Additional lemporay and permanent bracing _ MiTek Is always required Mr slablity and to prevent wrapper with possible personal Injury and property damage. For general guldance regarding the fabtlwron, storage, delivery, erallon and bmdng of trusses and truss systems,see ANSI PI10ualiy Drireria, DSMS and 9CSl Building Component Safety Information available horn Truss Plate Institute, 218 N. Lee Street, and 312, Masi tlda, VA 22314. 69H Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Cry J36738-Bishop Homes LLC-Bishop Res. T150B7610 J36738 MV8 VALLEY 1 [ly 1 Job Reference (optional). East Coast Tmss, Ft. Pierce, FL 34946 8.220 a May 24 2018 MiTek Indusmes, Inc. Fit Sep 14 11:27:10 2018 0-M ax4 = Scale -123.2 zxa n 3 45 2X4 ' 1.4 11 6 2x4 II LOADING (psi) SPACING. 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a - Na 999 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 HOR(CT) 0.01 5 n/a site BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 PLATES GRIP MT20 2441190 Weight: 311b FT=0% BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purins, except end venicals. BOT CHORD Rigid Calling directly applied or 10.0.0 oc bracing. REACTIONS. All bearings 8-0-0. (lb)- Max Horz 1=120(LC8) Max Uplift All uplift 100111 or less at joint(s) except 5=334(LC 13), 6=211(LC 8), 7=120(LC 8) Max Grav All reactions 250111 or less at joints) 1, 5 except 6=499(LC 13), 7=400(LC 13) FORCES. (Ito) - Max. Comp./li Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-469/220 WEBS 2.7-3101148 NOTES- I 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vult-160mph (3-secend gust) Vasd=124mph; TCDL=S.OpsY BCDL=3.Opsf; hot5ft; B=88ft; L=42ft; eave=5ft; Cat. 11; Exp B; End., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires Continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 334 Its uplift at joint 5, 211 Ib uplift at joint 6 and 120 Its uplift at joint 7. �`%1 PEL �S ,rMq'���i GEN s No 53681OR Ii. ^_ 0NA%_ E�C>%� Michael S. Magld PE No.53681 Mlrek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 14,2018 ® WARNING- VaflydmFgnpaznetersand READNOTES ONTMSAND/NCLUDWMIMKNEFENENCEPAGEM-)QJrev. 10/OY1015BEF011E41SE. Design valid forum only with 1,111 ek®oCnnectore. This design is based only upon parameters shown, and 13 far an Individual building component, not �• a buss system. Before uae,Ue buff mg designer must verify the appikabdey of design parameters and property noomordethls design leisure seamy buildingdesign. Breolag lndlwted la to prevent buckling of lndiNdual Was web and/or Nan members only. Additional temporary and permanent bracing We[( always required for stabliily and to prevent oogepre with possible personal Injury and property damage. For general guidance regarding the fabdrallon, storage, deMry, auction and heard of Wsses and from systems, see ANWPII Quality Cdteda, DBMS and BCSI Building Component 6904 Parka East BNd. Safety IMommtlon available item Tmea Wme Ins W., 218 N. Lea SV t, Sute 312, Nmmndda, VA 22314. Tempe, FL 36610 Job Truss Truss Type Dry J36738-Bishop Homes LLC-Bishop Res. T15087811 J36738 MV10 VALLEY 1 [ty 1 Job Reference o aerial east oars .rugs, rt. -h rce,'s. »o'o 2-9-0 ' J 44 = 2x4 If 3 45 8 7 6 2.4 i 1x4 II 1.4 II 2x4 LOADING (psp SPACING- 2-0.0 CS1. DEFL. in (loc) .roan IJd TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) me - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.06 Hoa(CT) -0.00 5 n/a Na BCDL 10.0 Code FBC20177TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-0-0. (Ib)- Max Harz 1=120(LC 8) Max Uplift All uplift 100 Ib or less at joints) 5, 6, 7 except 8=-125(LC 8) Max Grav All reactions 250 Ib or less aljoinl(s) 1, 5, 6, 7 except 8=397(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -Allforces 250(lb) or less except when shown. WEBS 2-8=-302/141 PLATES GRIP MT20 2441190 Scale=1:22.9 Weight: 42111 FT=0% Structural wood sheathing directly applied or 6-0-0 cc purling, except end verticals. Rigid ceiling directly applied or 10-0.0 cc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.Opsf; h=15ft; B=8811; L-42ft; save=51t; Cat. II; Effie B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of Issues to bearing plate Capable of withstanding 100 lb uplift at joint(s) S. 6, 7 except (jl=lb) 8=125. i SL,S I4M <�ceNSF No 53681 ;ORVD "N / NA; ��`�♦ Michael S. Magid PE No.53681 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 14,2018 ®WARMNG-V.W deslgs pantudera arM READ NOTES ON TWS AND INCLUDED KREFERENOEPAGEM107M nv. fOM](10f6 BEFONE USE see - Dodge' valid for use only with Mlrek® connectors. This design is based only upon parameters shown, and Is W an Indlvldu ll weti component, not a truss system. Before use, the building designer must vetly the appiicabllity of design parameters and prepare incorporate this design [Me the matron buildingdesgn. Bracing Indicated Is tofroward buckiingoflndMdualtrain Web anNorohaMmembers only. Additional temporary and permanent bracing is alwafor MiTek' ys required stability and to prevent cnaapse with possible personal Injury and properly damage.For general guidance neganing the fabricator. storage, denary, emdToo and bredng of wsses and Coss systems. see ANSIM11 Ouality Criteria, DSB89 and SCSI Bantling Component 69" parks East BNd. safety Information available from Truss Plate Institute, 218 N. Lee street, Suite 312. Ammar, VA=314. Tampa, FL MID Job Tons Truss Type Oty Ply J36738-Bishop Homes LLC-Bishop Res. T75087812 J36738 p l PIGGYBACK 8 1 Job Reference o Bona East Coast Truss, FL Pierce, FL 34946 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 15.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=166/5�5-6, 4=168/5-5-6, 6=232/5-5-6 _ Max Horz 2=46(LC 6) Max Uplift 2=69(1_C 8). 4=69(LC 8), 6=24(LC 8) FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(Ib) or less except when shown. e.zzu 5 May L4 Lino MI I ex Immures, InG Fri Sup Sup m I c[1126Io Faye I ID:AMVKPGvObEjFb1Y05 Bcye3kR.UsRe499dkNbmWl6vguGOjI00JLriOdTM9sdROydk2U 4x4 = 214 = DEFL. In (too) Well L/d Vert(LL) 0.00 5 n/r 120 Vert(CT) 0.01 5 n/r 120 Horz(CT) 0.00 4 n/a n1a Scale=1:14.0 PLATES GRIP MT20 244/190 Weight: 221b FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or(i oc purling. BOTCHORD Rigid ceiling directly applied or 1040.9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf h=15ft; 8=8811; L=428; eave=5ft; Cat II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) Gable requires continuous bottom chard bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf an the bottom chord In all areas where a rectangle 3.641 tall by 2-0.0 wide will rd between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 he upli t at joint 2, 69111 uplift at joint 4 and 2416 uplift at joint 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consuft qualified building designer. ,llll1111111111 PEL S. njljl�i No 53681 ONAL Michael S. Magid PE No.53681 MlTek USA. Inc. FL Cart 6634 6904 Padre East Blvd. Tampa R.33610 Date: September 14,2018 AwARNING. yadrydaNgaperamerefa and READ Names ON MISANDINCLUDEDMITERREFERENCEPAGEMe 7Mnv. 1WDd/1015BEFORE USE. DesignvalAtor uu onlywW Mlfekglwonedols. We design to baud only upon paramdme shorn, and is far an iniNtlual building compared. not ��• a lure"atem. Before use, Me bugling designer must verity me applirabitay of design parameters and properly moaporate Nie design Intense averall bulidingdesign. Bracing Indicated is to prevent buckling of Ind Adual trust web endfordwrd members only. Additional temporary and pennanem bracing +.�f MiTek' Is ahvayt required far stability and to prevent collapse with possible personal Injury and property damage. Forgeneralguldancereporlagthe fabrication,storage, delvery, erection and bmdng o(husses and tress wstema see ANS1,171I1 Duality Criteria, DSa29 and BCS1 Building Component safely Information evadable from Tmss Plate InsOWe, 218 N. Lee Street, Suite 31Z Aleundrla, VA 22314. as"Pane E.t BNd. Tampa, FL 36610 Job Truss Truss Type Oly J36738-Bishop Homes LLC-Bishop Res. T15087813 J36738 PB2 PIGGYBACK 2 �Ply 1 Job Reference (optional east Us.. I.s., rl. rrerfR, rL J V`10 6.00 F12 151 d I 3x4 = 14 = 4 3x4 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in floc) irde0 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 6 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017rP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP Ne.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (Ib/size) 2=284/5-5-6, 5=284/5-5-6 Max Hot 2=18(LC 6) Max Uplift 2=81(LC 8), 5=-81(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-460/122, 3-4=4211110, 4-5=-060/122 BOTCHORD 2-5=95/421 2x4 = BL9 Scale = 1:14.2 PLATES GRIP MT20 244/190 Weight: 19 It, FT = 0 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: VUIt=160rrph (3-second. gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=88ft; L=42ft; eave=5ft; Cat, II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 81 to uplift atjoint 2 and 81 to uplift at joint 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. G�p,EL rS,gMgG No 53681 Michael S. Magid PE No.53681 MITek USA, Inc. FL Carl 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: September14,2018 ®WARMNO- Verity design parameters and REAUNOTES ON TMSANO INCLUDED MITEKREFEWNCEPAOEWI-7473 rev. 10431015BEFORE USE. Design valid roruse ontywilh MnebOoonnectors. This design is based only upon param sem shown, and is loran individual bulldin not �' �. I 9composed, a tress system. Before use, the building designer must verity the applicability ofdeslgn parameters and propertylncorporateess demo lntothe overall ■■■��• buildin6deslgn. Smong Indicated is to prevent budding of individual tress web and/or chord members only. Additional temporary and permanent bracing WOW always required for Mobility and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the fabdostlon,storage, delivery, eredion and bracing afimsses and tress systems, see ANSUTP11 Quality Caleda, DSB49 and BCal Building Component Safety Information available from Truss Plate lustrous, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. 69M Parke East Blvd. Tampa, FL 36810 Job Truss Truss Type Oty Ply J36738-Bishop Homes LLC-Bishop Res. T15087814 J36738 ZCJ1 Jack -Open 12 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 a May 24 2018 MiTek Industries, Inc. Fri Sep 14 11:27:13 2018 Page 1 ID:ArOVKPGVObEjFb1Y05 Bcye3kR-QFZPVrBSBMdJ7gBV15xkSBNIX72_VlbmgTLkWJydk2S E1d -4 Scale -1.7.7 2x3 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 0.1 itI 0.1-4 ' LOADING (psD SPACING- 2-0-0 CSI. DEFL, in (roc) Well Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 6 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 6 nfr 120 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 3In FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=83/Mechanical. 3=0/10techanical Max Flom 2=59(LC 1), 3=59(LC 1) Max Uplift 2=43(LC 8) Max Grant 2=83(LC 1) FORCES. (lb) -Max. CompJMax.Ten.-All forces 250 lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 0-114 oc purling. BOT CHORD Rigid ceiling directly applied or 6-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsY BCDL=3,Opsf, h=15ft; B=88ft; L-02ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to amount for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pad bottom chord live load nonconcurtent 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) Refer to girder(s) for buss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 In uplift at joint 2. :���'•\�OENSF'G/��: No 53681 Michael S. Magid PE No.53681 MITek USA, Inc. R. Dort 6634 6904 Parka East Blvd. Tampa R.33610 Date: September 14,2018 AWARMNO-vedyydesignperameNn and READ NOTES ONTMSAND INCLUDEDMREKREFERENCEFAOE119/-TQ3 rev. 1=2aOISBEFONE USE Design valid loruse anlywiM MReesconnadors. This design is baud only upon parameters shwm, and is loran unheard] Inng compound. not �- a bass system. Bef ne me, the banding desipnermust vemy Me apprrebyty of design parameters and pmpedy Incorporate Nis design Mlothe orerall MAdingdeslgn. Bradng indicated is to prevent bucking oflndMdual Wss web and/or chain members ony. AdtlNonal temporary and permanent bradng Is MiTek' always required for stablgty and to prevent callapu with possible personal Injury and properly Manage. For general guidance regadrig Ma febralgn,lusage,delivery, emdlon and bean, oftmsses and bass o,dbai,cae ANSIrrPll Quality Cetera, DSB-09 and BCSI Building Component Safety Information awlable Uum Tmss Plate lnsg8de,218 N.Lee street, Suite 312, NesatMda, VA=14. 69M Parke East Bind. Tempe FL 36610 Job Truss Truss Type Qty Ply J36738-91shop Homes LLC.Bishop Res. T15087815 J36738 ZCJ3 JACK -OPEN 12 1 Job Reference(saitionall East Coast Truss, Ft Pierce, FL 34945 8220 s May 24 2018 Mffek Industries, Ina Fit Sep 14 11:27:13 2018 Page 1 ID:AroVKPGvObEjFb1Y05 Bcye3kR-QFZPVrB5BMdJ7gBV15xk58NhF7yEMEMgTLkWJydk2S 2-9-12 2-9-12 Scale=1:12.7 2E ?'&12, 2f.41 0.9A � Plate Offsets O(.YF- f1:0-0-0.0-1-31, if 0.1.5.0d81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vde9 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 VerhLL) 0.00 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.03 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 131b FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=172/Mechanical, 4=209/Mechanicel, 5=6281043-0 Max Horz 5=50(LC 8) Max Uplift 3=172(LC 1).4=-209(LC 1).5=230(LC 8) Max Grav 3=49(LC 8), 4=68(LC 8), 5=628(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-319/119 BRACING. TOP CHORD Structural wood sheathing directly applied or2-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 1G-0-0 0o bracing. NOTES- 1) Wind: ASCE 7.10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsg BCDL=3.Opsf; h=15ft; B=88ft; L=42ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sales to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconwrrenl 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 3A64) tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) o(truss to bearing plate capable of withstanding 172 lb uplift at joint 3, 209 lb uplift at joint 4 and 230 to uplift at joint 5. PSL tS No 53681 � C �13 c�0 R eel Michael S. Magid PE No.63681 MRek USA, Inc. FL Cart 6634 6904 Paden East Blvd. Tampa R. 33610 Date: September 14,2018 ,&WARNING- VerhydealgnWremefmsand READNOTES ON WISANOINCLBDEDMREKREFERENCEPAOEMb7R3my,, 101012015BEF04ZE 115E ass — Design valid for use onlywltb Wake connectors. This design is based only upon parameters shown, and Is for an Individual building component, rat �e 331 a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorparato this design Into the overall buildingdeslgn. Bradngmdicztedlatopraens battling ollndMdualbuaswebandlorchord members any. Addiaonaltemporeryand,unc udbredng We[( disease required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. dellwry, erection and bracing of trusses and truss systems, see Maintain Quality criteria, DSBA9 and BCSI Building component Safetylommeatien avallabie Dom Tmss Plate Inches, 218 N. Lea Street, Suite 312, Alexandria, VA22314. 6904 Parke East Bed. Tampa, FL 36510 Job Truss Truss Type Oty Ply J36738-Bishop Homes LLC-Bishop Res. T75087816 J36738 ZCJ5 JACK -OPEN 12 1 Job Reference a da a East Coast Truss, FL Pierce, FL 34946 4-9&12 ass II 8.220 s May 24 2018 MTek Industries, Inc. Fri Sep 1411.27:14 2018 Page 1 ID:ArOVKPGVObEjFbjY05 Bcye3kR.uR6njBCjydAtl mhboSzeMw9XJ EO(v27412lydk2R 1-1041 2-2431 4812 i 1-1M f_]d Scale=1:17.7 Plate Offsets IX.YH f1:0-0-0.0-1-31 11:04-5 0-44d1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ilde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.42 Ven(LL) 0.00 4-5 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Veri(CT) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES INS 0.02 HOR(CT) -0.04 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matriz-AS Weight: 19111 FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=41/Merhaniml, 4=13/Mechaniw1, S=399/0-8-0 Max Hotz 5=86(LC 8) Mau Uplift 3=40(LC 8), 4=35(LC 5), 5=-157(LC 8) Max Gray, 3=58(LC 13), 4=15(LC 3), 5=399(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -Aft forces 250 (Ib) or less except when shown. WEBS 2-5=-263/98 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-sewnd gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf, h=15ft; B=8811; L=428; eave=5ft; Cat. II; IExp B; End., GCpl=0.18; MWFRS (directional); Cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This Wes has been designed for a 10.0 par bottom chord live load nonconcument 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 chard and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 40 IS uplift at joint 3, 35 Ib uplift at joint 4 and 157 jb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. PEWS artilyi��i,' i No 53681 'SS��NA� E,Co`. Michael S. Magid PE No.53681 MTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: September 14,2018 AWARMND-Verflydssl9. Pena n be swrMREADNOMS ON rNISANDINCLUDEDMIMKREFERENCEPAGEW.7R3 r•v. 14,031101SBEFORE USE • Design wild sets. any wM MTekesennectars. This design is based only upon parameter shown, and is lot an individual building component, not a wassystem. elders use, the bulding designer must veiny butappgobiay of design parameters and property incorporate Ws design Into the ovaral baldingdeslgn. Bracing indicated Is to preventbuklingofind'Mdualtruss web andlorchord! Members any. Additional temporary and terminate trading for MOW sways required stability and to prevent collapse with possible peraanal injury and property damage. ForgenMalgisdimeeregardingthe fabdaafan,stores.,dellvery, eredlan and trading ofhusses and tmnsyateme, as. ANSM11 Quality Cdans, DSM9 and SCSI Building Comp onent satarp mLrmNlon available hm Trues Plata IOswma, 316 N. Lae stoat. suds ]12, Alexandtle, VA22316. 6904 Parka Fast BNd. Tempo, FL 36610 Job Truss Truss Type Gly Pl=Referenm C-Bishop Res. T15087817 J36738 ZEJ7 JACK -OPEN 26 East Coast Truss, FL Pierce, FL 34946 20 It a.2zu s May z9 zuiu MI e6 mausmes, InG fn Ser,14 1 cu:15 co io Page! ID:AruVKPGvObEIFbNO5 Bcye3kR-Ndg9wXCMjztlFBLu8WzCAZTzgwhzCh2HngraBydk2G LOADING (psf) TOLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.55 BC 0.34 We 0.03 Matrix -AS DEFL. in Vert(LL) 0.05 Vert(CT) 0.04 Hom(CT) -0.06 (loc) I/de8 L/d 4-5 >999 240 4-5 -999 180 3 n/a n/a PLATES MT20 Weight: 251b LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 3=126/Mechanical, 4=33/Mechanical, 5=454/0-8-0 Max Horz 5=124(LC 8) Max Uplift 3=82(LC 8), 4=55(LC 5), 5=-181(LC 8) - Max Grav 3=141(LC 13), 4=71(LC 3), 5=454(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-367/127 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.0psf; h=15ft; B=88ft; L=42ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 par 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 chard In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 Ib uplift at joint 3, 55 lb uplift at joint 4 and 181 Ito uplift at joint 5. 8) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale = 124.9 GRIP 244/190 FT=0 % J �G L E .... •�/p��i No 53681 �� � F44/.` OR I s0 N A%40%%%% Michael S. Magid PE No.53681 MITak USA Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: September 14,2018 Job Truss Truss Type Cry Pty Homes LLC-Bishop Res.T75087818 J36738 ZEJ7A JACK -OPEN 10 =J36738-Bishop tie e East Coast Truss, Ft. Pierce, FL 34946 8.220 a May 24 2018 MiTek Industries, Inc. Fri Sep 14 11:27:16 2018 Page f ID:AroVKPGvObEjFWG0 Bcye3kR-rgEXBtD_UH7usHw4iDURjn78aKyiexCWRZ07eydk2P 2-241 6-10_6 2-2-6 48-0 64?1F1(3N{IFJ 3a6 11 2x4 II Plate Offsets (X Y)— 1140-0 0-131 IYO-1-5 0-4-81 LOADING (psp SPACING- 2-0-0 CS]. DEFL. in (loc) I/deb Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 4-5 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.04 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) -0.06 3 n/a are BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 25 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=126/Mechanical, 4=33/Mechanical, 5=454/5-0-0 Max Horz 5=124(LC 8) Max Uplift 3=82(LC 8), 4=53(LC 8), 5=-181(LC 8) - Max Grav 3=141(LC 13), 4=71(LC 3), 5=454(LC 1) FORCES. (ID) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=367/127 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Ops1; BCDL=3.Opsf, h=15ft; B=88ft; L=42ft; eave=5ft; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 1111111/ 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurnmt with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0``,\10 wide o will fit between the bottom chard and any other members. ��N �\k q6 •• • C E N • • C/ �i 5)Refer to girder(s) for truss to truss connections. �� C•: •�.� S(•�•'.Q �i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821b uplift at joint 3, 531b uplift at joint 4 and 181 lb uplift at joint S. No 53681 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum * ' •; sheetrock be applied directly to the bottom chord. 9 F 11NA11 E?���, Michael S. Magid PE No.53681 Mrlek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 14,2018 Job Truss Truss Type Ory ply J36736-Bishop Homes LLC-Bishop Res. T15087819 J36738 ZEJ7G Monopitch Girder 1 2 Job Reference o do al East Coast Truss, FL Pierce, FL 34948 8.220 s May 24 2018 MTek Industries, Inc Fit Sep 1411:27:16 2018 Page 1 IDAmVKPGvObEjFbjY05 Beye3kR-rgEXBtD UH7usHw4iDUMn7CAKmie6CWRZ07eydk2P Mae 5-0-0 4xd i 2 HUS26' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.04 34 =999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.08 3-4 P673 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Hom(CT) 0.00 nia me BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x6 SP No.2 WEBS 20 SP No.3'Except' BOTCHORD 1-4: 2x6 SP No.2 REACTIONS. (lb/size) 3=1584/Mechanical,4=840/0-8-0 - Max Hom 4=84(LC 8) Max Uplift 3�410(LC 8), 4=152(LC 8) FORCES. (lb) -Max. CompdMax. Ten. -All forces 260 (lb) or less except when shown Scale=125.9 PLATES GRIP MT20 2441190 Weight: 70 lb FT=0% Structural wood sheathing directly applied or 54)0 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0.0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3') nails as follows: Tap chords connected as follows: 2x4 -1 raw at 0.9.0 cc, 2x6 - 2 rows staggered at 0.9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 cc. Webs connected as follows: 2x4 -1 row at G-9-0 cc. 2) All loads are considered equally applied to all plies, except 0 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10: Vult=160raph (3-second gust) Vasd=124mph; TCDL=5.0ps/; BCDL=3.Opsf; h=1Sft; B=88ft; L=42ft; eave=5ft; Cat. II: Exit B; Encl., GCpi=0.18: MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss Connections. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 410 Ib uplift at joint 3 and 152 lb uplift at joint 4. 9) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-1 ad Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at 2-4-12 from the left end to 4-4-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in Contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase al.25 Uniform Loads (pl0 Vert: 1-2-70, 3-4=-20 Concentrated Loads (Ib) Vert: 5=1001(F) 6=1007(F) It �11111111/11j %```,6L S, Mq���O •`�JC �� G E N SF. �b o No 53681 ir ��i CC •'•� OR IIi,Q �•' •��` '�JssS4�NA� 1�0 ff Michael S. Magid PE No.53681 MTek USA. Inc. R. Cert 66M 6904 Parke East Blvd. Tampa R. 33610 Date: September14,2018 Avoutg NO- VMrydaJgnparametemsendREADNOTES ON TNRAND/NCLUDEDM MKREFERENOEPAGEWl.7R)rev. fp/OYYtO15BEFORE USE Design valid foruse onlywlN MTe60wnnectors. This design is based only upon parameters shimm. and is form Indidtlual bugging wmponent,Act �*e■■■■ a truss system.Serum use. Me budding designer must verity Me applicability of design parameters and Psaltery lnwrporste Mb design Into the overact bulldingdoslgn. BmdnglndlutedlslopreventbuWngof MdMdualtmsswabanNor OoMmembaMonly. Additional temporary and permanent bracng ..Y� MiTek' Is always required for stability and to prevent wilapse wdh possible personal injury and pmpety damage. For general guidance regarding the fabrication,storage. delteq,emunson and Were oltmsses and Was syatems.an ANSM11 Quality Cdvela,DSB-eg and Best Building Component Safety Infmmatlon mJable ham Tmss Plata InMRN0.219 N. Lae street. Suds 312, Aleeandda, VA22a14. 6904 Pala Fast BIW. Tampa, FL Settle Jab Truss Truss Type Oty Py J36738-Bishop Homes L-C-Bishop Res. T15087820 J36738 ZHJ7 DIAGONAL HIP GIRDER 6 1 Job Reference (national) East Coast Tmss, Ft. Pierce, FL 34946 8.ZZU s May ZA Zulb Ml l ex Inausmes, Inc. hn Sep 14 m:41:31 zmb Page! :jFbjYO5_Bcye3kR-JOovLDEcFa7kURVGGx?gF_YGRkGTR3JLk5Jyf4yak20 34i3 2.4 II 4 5 a. = -^- — 2x4 II LOADING (psQ SPACING- 2-D-0 CS'. 'EFL. in (fee) gdell Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.02 8-9 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Ven(CT) 0.04 8-9 -999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Hoa(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC20171TP120I4 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP.CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' BOT CHORD 2-9: 2x6 SP No.2 REACTIONS. (lb/size) 9=305/0-11-5, 7=106/Mechanical Max Ho¢ 9=161(LC 7) Max Uplift 9=624(1-C 8), 7=-189(LC 5) Max Grav 9=678(LC 29), 7=186(LC 28) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-ll11505, 2-3=165/308 BOTCHORD 1-9=-432/113, 6-9=-032/96 WEBS 3.8=-259/0, 2-9=-499/379, 2-8=215/413, 3-7=1221258 Scale =1:24.8 PLATES GRIP MT20 2441190 Weight: 511b FT=O% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 641-0 oc bracing, Except: 10.0-0 oc bracing: 6-7. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDLuS.Opsf; BCDL=3.Opsf; h=1511; 8=8811; L=42R; eave=5g; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left exposed ; end vertical right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 par bottom chord live load nonooncument with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 624 Ib uplift at Joint 9 and 189 Its uplift at Joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated loads) 86 Ib down and 271111 up at 4-2-15, 86111 down and 271 Ill up at 4-2-15, and 83111 down and 5916 up at 7-0-14, and 8316 down and 59 lb up at 7-0-14 on top chord, and 56 Ill down and 581b up at 1-415, 56111 down and 58 lb up at 14-15, 96111 down and 2371b up at 4-2-15, 96 Its down and 237 Ib up at 4-2115, and 151b up at 7-D-14, and 15 lb up at 7-0.14 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(pIQ Vert: 1-4=70, 4-5=30, 6-10=20 Concentrated Loads (Ib) Vert: 13=276(F=138,B=138)15=-112(F=56,B=56)16=288(F=144, B=144) J A�G pENg' C'iO4� No 53681 F 44/ ; ' ,C S�ONA� S\'L%% Michael S. Magld PE No.53681 MITek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 14,2018 ®WARNING- Verily Mslgnpmameters and READ NOTES ON MIS AND INCLUDED MIrEK REFERENCE PAGE 010I-702 ray. 1010.1/20158EFORE USE Design valid truss oh1ywi% MlTakdecnnnedors. This design Is based any upon parameters shown, and Is form Individual building component, not e toss system. Before use, Me building designer must verify Me applicability of design parameters and property Incorporate this design into the overall bulldingdesign. Bracing Indicated late provenlbuciling ofindividualtmsawebanworchordmembem only. AddhionaltempomyandpennaneMbacing MiTek- IsalwaysrequiredforstablliyandtopreventcollapsewithpossiblepersonalInjuryandpropeMdamage. Forgenerelguidanceregandingthe recreation. storage. delivery, erenlon and bracing oflmsses and truss systems, see ANSIRPII Dually Ontario. DSB49 and BC5l Building Component 69M Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 3661a Symbols PLATE LOCATION AND ORIENTATION -Ilfj►iI'- i����( � 3/41 Center plate on joint unless x, y L+I IN \4 offsets are indicated. Dimensions are in fl-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -yT15' I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 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. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: 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 I 6-4-8 I dimensions shown incasixteenths Ir�jl (Draws (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. 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 MiTek Engineering Reference Sheet: MII-7473 rev. 10103/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or altemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced busses. 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 ANSIRPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 1. S. 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 pumns provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cot or after 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 ANSlrrPI 1 Quality Criteria.