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761 PARADISE LN - TRUSSES r r - MM.= r r mil'T Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek RE: 17-080455 - L 28 PARADISE RESERVE MiTek USA, Inc. Site Information: 66T904 ParkLe3Ea6stQBlvd. Customer Info: SPRINGFIELD BUILDERS Project Name: L 28 PARADISE RESEHD ' Fmodel: 4115 Lot/Block: 28 Subdivision: PARADISE RESERVE Address: City: ATLANTIC BEACH State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2014/TPI2007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 58 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T12166844 A01 10/2/17 18 T12166861 E01 10/2/17 2 T12166845 A02 10/2/17 119 (T12166862 E02 10/2/17 3 T12166846 A03 10/2/17 120 (712166863 E03 10/2/17 4 T12166847 A04 10/2/17 121 1112166864 E04 10/2/17 5 T121668481 A05 10/2/17 122 (112166865 E05 10/2/17 6 T12166849 A06 10/2/17 123 (112166866 E06 10/2/17 7 T12166850 B01 10/2/17 124 112166867 E07 10/2/17 1 8 T12166851 B02 10/2/17 125 1112166868 E08 10/2/17 1 9 T12166852 B03 10/2/17 126 T12166869, E09 10/2/17 10 T12166853 B04 10/2/17 127 11121668701E10 10/2/17 11 T12166854 B05 10/2/17 128 11121668711E11 10/2/17 1 12 T12166855 B06 10/2/17 129 '1121668721E12 10/2/17 1 13 T12166856 B07 10/2/17 130 T1 21 66873 1 F01 10/2/17 14 T12166857 D01 10/2/17 f 31 T12166874 F02 10/2/17 15 T12166858 D02 10/2/17 32 T121668751 F03 i 10/2/17 16 T12166859 D03 10/2/17 33 T12166876' F05 10/2/17 (17 T12166860 D04 10/2/17 134 1112166877 F06 10/2/17 The truss drawing(s)referenced above have been prepared by °�� ��',, MiTek USA,Inc. under my direct supervision based on the parameters `:`N` �v�tUS AFF �,,. provided by TrussMart Building Compts,LLC. ' •�\G E NSF•. '• . Truss Design Engineer's Name: Lee, Julius 4 •••N. 34869 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 —o:• / ' :cc= that the engineer named is licensed in the jurisdiction(s)identified and that the I.5) • designs comply with ANSI/TPI 1. These designs are based upon parameters ... AN ••• P ••. shown(e.g.,loads,supports,dimensions,shapes and design codes),which were '•,,, Y 0 R \�.••• �• given to MiTek. Any project specific information included is for MiTek's customers SS' ........ ' " file reference purpose only,and was not taken into account in the preparation of t, /11111100° I,N A; °��� 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 Julius Lee PE No.34869 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: October 2,2017 Lee,Julius 1 of 2 ' r RE: 17-080455 - L 28 PARADISE RESERVE Site Information: Customer Info: SPRINGFIELD BUILDERS Project Name: L 28 PARADISE RESERVE Model: Lot/Block: 28 Subdivision: PARADISE RESERVE Address: City: ATLANTIC BEACH State: FL No. Seai# Truss Name Date 35 T12166878 F07 10/2/17 36 T12166879 F08 110/2/17 37 T12166880 F09 110/2/17 38 T12166881 F10 110/2/17 39 T12166882 F12 110/2/17 40 T12166883 F13 ! 10/2/17 41 T12166884 F14 10/2/17 42 T12166885 G01 10/2/17 43 T12166886 J02 10/2/17 44 T12166887 JO2A 10/2/17 45 T12166888 J04 10/2/17 46 T12166889 J04A 10/2/17 • 47 1 T12166890 JO4B 10/2/17 48 T12166891 I JO4C 10/2/17 49 T12166892 J05 10/2/17 50 T12166893 J06 10/2/17 51 T12166894 JO6A 10/2/17 52 T12166895 JO6B 10/2/17 53 T12166896 JC05 10/2/17 54 T12166897 JC07 10/2/17 55 T12166898 JC07A 10/2/17 56 T12166899 JC08 10/2/17 57 T12166900 JC08A 10/2/17 58 T12166901 JC08B 10/2/17 2 of 2 1 1 Job Truss Truss Type ( Op Ply L 28 PARADISE RESERVE 112166844 17-080455 A01 Roof Special 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:00 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-ykju8H4bzreSkBj 1 Ir2isafL_U3EPunfPgo_u5yXQYH I 7-0-4 13-6-0 I 18-11-8 I 24-11-8 28-8-8 33-0-0 P4417.0-4 6-5-12 5-5-8 6-0-0 3-9-0 • 4-3-8 1-0-0 Scale=1:56.3 4x5= 3 n 6.00 12 17 18 4x8= 4x5= 4x5 i 4 CM 2 7 19 0 ^ ` 20 4x5 6 16 ,:/ 21 v rpt 7 g m sij v FE El IC r' or' 4. g. 4 14 13 22 23 12 11 10 c• 15 9 3x8= 1-5-12 33-0-0 1-4-0 10-2-10 18-11-8 24-11-8 31-6-4 31.60 1.4-0 if 8-8-14 I 8-8-14 I 640 { -- 6-6-12 0-i-12 0-1-12 1-4-0 Plate Offsets(X,Y)-- [4:0-5-4,0-2-4],[9:0-2-0,0-0-12],[15:0-2-0,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) UdefI Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.28 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.47 11-13 >784 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.08 9 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:178 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc puriins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-3-7 max.):4-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11,2-15 REACTIONS. (lb/size) 15=1052/0-3-8,9=1114/0-3-8 Max Horz 15=-185(LC 8) Max Uplift 15=-470(LC 10),9=-495(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-290/90,2-3=-1406/834,3-4=-2104/1293,4-5=-1277/791,5-6=-1459/824, 6-7=-358/186 BOT CHORD 13-15=-589/1409,11-13=-365/1065,10-11=-808/1794,9-10=-527/1172,7-9=-125/414 WEBS 2-13=-282/245,3-13=-126/385,3-11=-730/1216,4-11=-859/603,4-10=-667/333, 5-10=-143/369,2-15=-1532/1005,6-9=-1596/1164 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=33ft:eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-3-10,Interior(1)3-3-10 to 10-2-6,Exterior(2)10-2-6 to 13-6-0,Interior(1)16-9-10 to 18-11-8,Exterior(2)21-7-14 to 24-11-8,Interior(1)28-3-2 to 30-8-6 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=470,9=495. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal Injury and property carnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality CrIlerla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 1 Job Truss Truss Type ( Qty, Ply L 28 PARADISE RESERVE T12166845 17-080455 A02 Roof Special Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:01 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-OwHGMd4Ek9mJMLIDsZZxOnCRutLi8GnoeTXXQXyXQYG I 7-2-4 13-6-0 17-2-12I 20-11-8 l 26-11-8 1 33-0-0 7-2-4 6-3-12 3-8-12 3-8-12 6-0-0 6-0-8 Scale=1:57.7 4x5= 3 6.00 FIT 4x5 4 4x8 i ,� 2 5x8= 5x6= r 5 rsa 6a 6a r: . ‘11414400440141144140640440... n X 1 1 ii - '' Ill E-21lid 0 44 7 Ig 15N 14 13 3 12 11 10 917 t,8 3x4 3x4= 2x4 11 5x6= 3x8= 5x6= 4x5= 6x8= 3x6 2x4 Special 1-4-0 7-2-4 13-6-0 20-11-8 26-11-8 31-8-0 33-0-0 1-4-0 5-10-4 6-3-12 l 7-5-8 l 6-0-0 I 4-8-8 1 1-4-0 Plate Offsets(X,Y)-- I1:0-1-4,Edge),[4:0-1-4,0-1-12),[5:0-5-4,0-2-121,16:0-3-0,0-2-01,17:0-1-4,Edgel,I8:0-3-0,0-1-01,[9:0-3-8,0-4-41,110:0-2-8,0-1-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.23 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.43 10-12 >854 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.88 Horz(TL) 0.09 8 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:208 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc puffins,except 5-6:2x4 SP No.1 2-0-0 oc purlins(2-10-0 max.):5-6. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-8,2-15 REACTIONS. (lb/size) 15=1245/0-3-8,8=2099/0-3-8 Max Horz 15=-173(LC 23) Max Uplift 15=547(LC 8),8=-851(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-491/158,2-3=-1704/762,3-4=-1661/777,4-5=-4077/1755,5-6=-3008/1279, 6-7=-887/339 BOT CHORD 1-15=-63/368,14-15=-636/1687,12-14=-636/1687,10-12=-799/2168,9-10=-1366/3526, 8-9=-1133/2940,7-8=-231/728 WEBS 2-12=-368/251,3-12=-536/1202,4-12=-1185/569,4-10=-972/2312,5-10=-1785/821, 5-9=-972/654,6-9=-501/1395,6-8=-2596/1058,2-15=-1530/665 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=33ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=547,8=851. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1298 lb down and 492 lb up at 27-1-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-6=-54,6-7=-54,1-7.10 Concentrated Loads(Ib) Vert:17=-1232(F) SWIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek9)connectors.this design Is based only upon parameters shown,and is for an individual buliding component,not a truss system.Before use.the bullring designer must verify the apt Alcalxllty of design parameters and properly Incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of Indlvkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stoblitty and to prevent collapse with possit4e personal kijrxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Guiding Compon.nt 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 a Job Truss Truss Type fj Qty Ply L 28 PARADISE RESERVE T12166846 17-080455 A03 Roof Special 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:02 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-v7reZz5sUTuAzVtQQG4Ax?kheHmgtheyt7H4yzyXQYF I 6.3.4I 12.0-0 15-0-0 116.11-8 I • 22-11-8 27-8-8 I 33-0-04-0-q 6-3-4 5-8-12 3-0-0 1-11-8 6-0-0 4-9-0 5-3-8 1-0-0 Scale=1:56.9 5x6= 4x5= 3 18 [RI 4 4x5= 4x5= a �� 5 6.00 12 � � 17 19 20 �� 4x5 i 21 4x5 2� 17 16 Fel 22 ml 1 _4•••••/••••••••• ••••/ 8 9 t5 14 13 12 11 "10 3x4= d 3x4=3x4 i 5x6= 3x8= 3x4= 3x8= 3x4 1-4-0I 8-11-14 I 15-0-0 I 22-11-8 31-8-0 133-0-_01 1_4-0 7-7-14 6-0-2 7-11-8 8-8-8 1-4-0 Plate Offsets(X,Y)-- 13:0-3-0,0-2-0],110:0-2-0,0-0-12],114:0-3-0,0-3-01,115:0-2-0,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.22 10-11 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(TL) 0.08 ' 10 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:188 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.3 2-0-0 oc purlins(4-4-12 max.):3-4,5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 15=1053/0-3-8,10=1113/0-3-8 Max Horz 15=-166(LC 8) Max Uplift 15=-471(LC 10),10=-495(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1437/877,3-4=-1214/838,4-5=-1380/911,5-6=-1221/798,6-7=-1417/824, • 7-8=-353/140 BOT CHORD 14-15=-629/1332,13-14=-442/1122,11-13=-662/1464,10-11=-584/1259,8-10=-71/419 WEBS 3-13=-100/311,4-13=-325/512,5-13=-685/483,5-11=-321/213,6-11=-120/352, 2-15=-1545/1032,7-10=-1590/1205 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=33ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-3-10,Interior(1)3-3-10 to 8-8-6,Exterior(2)8-8-6 to 16-11-8,Interior(1)16-11-8 to 19-7-14,Exterior(2)22-11-8 to 34-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=471,10=495. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A -7473 rev_10/03/2015 BEFORE USE. la Design valid for use only with MIlek®connectors.This design is t xrsr-d only upon parameters shown,and Is for an individual holding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Indivkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent callapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of musses and truss systems,see-ANSI/MI Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type ( Qty 7 Ply L 28 PARADISE RESERVE T12166847 17-080455 A04 Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:03 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-NJP1nJ6UFm01 bfScz_bPTCHtsh6wcD755nOeUPyXQYE I 5-3-4I 10-0-0 I 16-6-0 23-0-0 I 27-8-12 I 33-0-0 �a-o-a� 5-3-4 4-8-12 6-6-0 6-6-0 4-8-12 5-3-4 1-0-0 Scale=1:55.4 4x8= 2x4 I I 4x8= 3 17 18 IR] 4 tsa 19 t,20 5 6.00 12 u' $ '=1 . • 4x5 4x5 2 6 r;� 16 � ~ � 21 1 7 m m Or 'J o let o l41 0 �' B I,1 0 15 14 13 12 11 10 :9 0 3x8= 1-5-12 33-0-0 1 a o I I 10-0-0 I 16-6-0 I 23-0-0 31-6-4 31 -0 1-a-o 8-6-4 6-6-0 6-6-0 8-6-4 o- 12 0-1-12 1-4-0 Plate Offsets(X,Y)-- 13:0-5-4,0-2-01,15:0-5-4,0-2-01,19:0-2-0,0-0-12),115:0-2-0,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.13 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.24 14-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.70 Horz(TL) 0.07 9 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:178 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-3-2 max.):3-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 15=1053/0-3-8,9=1113/0-3-8 Max Horz 15=-140(LC 8) Max Uplift 15=-471(LC 10),9=-495(LC 10) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-299/55,2-3=-1424/879,3-4=-1509/1010,4-5=-1509/1010,5-6=-1414/860, 6-7=-358/133 BOT CHORD 1-15=0/252,14-15=-691/1290,12-14=-534/1220,10-12.518/1212,9-10=-627/1258, 7-9=-65/421 WEBS 3-12=-211/450,4-12=-401/297,5-12=-231/456,2-15=-1534/1140,6-9=-1585/1261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=33ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-3-10,Interior(1)3-3-10 to 5-1-5,Exterior(2)5-1-5 to 10-0-0,Interior(1)14-8-0 to 18-4-0,Exterior(2)23-0-0 to 34-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 15=471,9=495. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mitek/connectors.this design is based only upon parameters shown-and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling of IndNkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,D58-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street-Suite 312,Alexandria VA 22314. Tampa,FL 33610 • I Job Truss Truss Type ( Qty, Ply L 28 PARADISE RESERVE T12166848 17-080455 A05 Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:04 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-rVzP_f76048uDp1 oXh6e0Qq?15R1 LhdFKRmB 1 syXQYD 8-0-0 I 13-8-0 I 19-4-0 I 25-0-0 I 33-0-0 34.0-OI 0-0 5-8-0 5-8-0 5-8-0 8-0-0 '1-0-0 Scale=1:55.9 5x6= 5x6= 6.00 NT 2 16 17 6a4 18 ,49 6 1:1:7 n 4� v .:� 0 � r? 21 a sV m 1, ---- 8 Im J mi in y 0 0 15 14 13 12 11 10 " 3x6 9 3x6= 1-5-12 33-0-0 1-a-0 {I 8-0-0 I 1660 I 25-0-0 31-6-4 31i� 1-4-0 6-6-4 8-6-0 8-6-0 6-6-4 0-1-12 0-1-12 1-4-0 Plate Offsets(X,Y)-- [2:0-3-0,0-2-0),[6:0-3-0,0-2-01,[7:0-2-9,0-1-8),[9:0-2-0,0-1-01,[15:0-2-0,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.13 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.29 12-14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(TL) 0.09 9 n/a n/a BCDL 5.0 Code FRC2014/1P12007 Matrix-S Weight:171 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-1-15 max.):2-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-8 oc bracing. WEBS 1 Row at midpt 2-15,6-9 REACTIONS. (lb/size) 15=1053/0-3-8,9=1113/0-3-8 Max Horz 15=-115(LC 8) Max Uplift 15=-471(LC 10),9=-495(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1312/869,3-5=-1818/1097,5-6=-1294/835,6-7=-255/95 BOT CHORD 14-15=-598/1298,12-14=849/1786,10-12=-843/1784,9-10=-563/1279 WEBS 2-15=-1430/874,2-14=-118/460,3-14=-668/306,5-10=-678/342,6-10=-137/465, 6-9=-1364/871 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=33ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 12-8-0,Interior(1)12-8-0 to 20-4-0,Exterior(2)20-4-0 to 25-0-0,Interior(1)29-8-0 to 30-8-6 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=471,9=495. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. milt Design valid for use only with MITekS connectors.This design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collcpse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ( Qtyj Ply L 28 PARADISE RESERVE T12166849 17-080455 A06 Hip Girder 1 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:05 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-J iXnC?8knOGlgyc?5PdtZdM75VkW47POZ5VIZIyXQYC I 3-5-4 1 6-0-0 I 11-3-14 I 16-6-0 I 21-8-2 I 27-0-0 1 29-6-12 1 33-0-0 34-0-01 3-5-4 2-6-12 5-3-14 5-2-2 5-2-2 5-3-14 2-6-12 3-5-4 1-0-0 Scale=1:55.4 NAILED NAILED NAILED NAILED NAILED 4x8= Special 6.00 12 NAILED NAILED NAILED NAILED 2x4 3x10 MT2OHS= NAILED NAILED 4x8= 3 41 22 5;33 4 425 �26 5z 275 28cm 6 2 7 8 4x5 n n n n n nngnn nl n n 4x5\ p 9 at 1 m m �� 17P nn el on nn o na I nn nn nn ._ 10 11c? o 20 19 32 18 17 33 34 351636 i5 37 14 38 39 13 12 3x6 Special NAILED NAILED NAILED NAILED 3x8= 3x10 MT2OHS= NAILED NAILED Special 3x6 NAILED NAILED NAILED NAILED NAILED NAILED 1-5-12 33-0-0 1 te-0 II 6-0-0 I 11-3-14 I 16-6-0 1 21-8-2 I 27-0-0 I 31-6-4 31+0I 1-4-0 4-6-4 5-3-14 5-2-2 5-2-2 5-3-14 4-6-4 0-1!12 0-1-12 1-4-0 Plate Offsets(X,Y)-- [3:0-5-8,0-2-0],[8:0-5-8,0-2-0],[12:Edge,0-2-01,114:0-1-12,0-1-81,[17:0-1-12,0-1-8],120:0-3-0,0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.40 16 >911 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.58 16 >634 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Inc( NO WB 0.65 Horz(TL) 0.14 12 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:173 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(2-5-14 max.):3-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-2-10 oc bracing. REACTIONS. (lb/size) 20=1546/0-3-8,12=1627/0-3-8 Max Horz 20=-89(LC 23) Max Uplift 20=-912(LC 8),12=-961(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2335/1400,3-4=-3429/2114,4-5=-3861/2383,5-7=-3861/2383,7-8=-3436/2125, 8-9=-2348/1425 BOT CHORD 19-20=-918/1673,17-19=-1121/2062,16-17=-1960/3429,14-16=-1972/3436, 13-14=-1149/2073,12-13=-911/1645,10-12=-169/261 WEBS 2-19=-300/524,3-17=-967/1598,4-17=-702/494,4-16=-318/524,5-16=-413/325, 7-16=-299/503,7-14=-692/486,8.14=-954/1579,9-13=-334/555,2-20=-2231/1354, 9-12=-2329/1448 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=33ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 20=912,12=961. 9)Graphical purlin representatioh does not depict the size or the orientation of the puffin along the top and/or bottom chord. 10)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)135 lb down and 217 lb up at 27-0-0 on top chord,and 111 lb down and 75 lb up at 6-0-0,and 28 lb down and 10 lb up at 26-9-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Continued on nage 2 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with MiTek®connectors.This design a based only upon parameters shown,and is for cm individual building component not a truss system.Before use-the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always teq ired for stability mato prevent collapse with possible personal Injury and property damage. For general guidance regarding the ' fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI BuIldIng Component 6904 Parke East Blvd. Safely Information avdlabte from Truss Plate institute,218 N.Lee Street,Suite 312,Nexandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type l Qty.? Ply L 28 PARADISE RESERVE T12166849 17-080455 A06 Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:06 2017 Page 2 ID:GbVmMgJ LZMcPDSyx4zJL6VyXSGO-nu49PK8MYhObS6BBf6965rvIru3lpafYolFl5kyXQYB LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-8=-54,8-11=-54,1-10=-10 Concentrated Loads(Ib) Vert:3=-48(B)6=-48(B)8=79(B)18=-14(B)19=-125(B)13=125(B)15.14(B)21=-48(B)23=-48(B)24=-48(B)26=-48(B)27=-48(B)28=-48(B)29=-48(B) 30=-48(B)31=-48(B)32=-14(B)33=-14(B)34=-14(B)35=-14(B)36=-14(B)37=-14(B)38=-14(B)39=-14(B) • ` f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 140.7473 rev.10/D32015 BEFORE USE. Design valid tot use only with MiTek®connectors.this design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall building design. Wachg Indicated Is to prevent buckling of Individual taus web and/or chord members only.Additional temporary and permanent bracing MiTek' always required for stabtllty and to prevent coticpse with possible personal ttlrjy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPil Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312 Alexandria VA 22314. Tampa,FL 33610 a Job ' Truss Truss Type f Qty t Ply L 28 PARADISE RESERVE T12166850 17-080455 B01 ATTIC 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:06 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-nu49PK8MYhObS6BBf6965rvHIu3bpaGYolF15kyXQYB 4-8-6 8-10-4 I 10-10-11 it-6- 13-6-0 15-5-8 1s-1-`5 18.1-12 I 22-3-10 i 27-0-0 4-8-6 4-1-14 2-0-7 0-7-13 1-11-8 1-11-8 0.7-13 2-0-7 4-1-14 4-8-6 Scale=1:46.9 4x5= 5 3x4= /2 3x4= 4 �.-;1 6 15 16 6.00 12 2x4 II t3 2x4 II 3 2x4 II 7 n 4x5 i 2x4 i 2 8 • 14 i 17 1 9 ci y o 3x4= M Q9 11 10 12 3x4= 3x4 i 6x8= 6x8= l 1.4-01.512 -- 8-108 I 18-1-12 I 27-00 id-00. 2 7-4-8 9-34 8-104 Plate Offsets(X,Y)-- 15:0-2-8,0-2-81,[10:0-2-12,0-3-0),[11:0-2-12,0-3-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.62 9-10 >495 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -1.08 9-10 >284 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.67 Horz(TL) 0.07 9 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Attic -0.38 10-11 284 360 Weight:140 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.1'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-11:2x8 SP 2400F 2.0E or 2x8 SP SS JOINTS 1 Brace at Jt(s):13 WEBS 2x4 SP No.3`Except* 3-11,7-10,4-6:2x4 SP No.2 REACTIONS. (lb/size) 9=950/Mechanical,12=1045/0-3-8 Max Horz 12=164(LC 9) Max Uplift 9=-246(LC 10),12=-308(LC 10) Max Gray 9=1111(LC 17),12=1198(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1809/427,3-4=-1497/461,4-5=-32/539,5-6=-37/569,6-7=-1474/453, 7-8=-1836/436,8-9=-2234/607 BOT CHORD 11-12=-339/1708,10-11=-199/1557,9-10=-478/1979 • WEBS 3-11=-0/580,7-10=-39/666,8-10=-618/312,4-13=-2159/504,6-13=-2159/504, 2-12=-1980/702 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-6-0,Exterior(2)10-6-0 to 13-6-0,Interior(1)16-6-0 to 23-11-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-13,6-13; Wail dead load(5.0psf)on member(s).3-11,7-10 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-11 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 9=246,12=308. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. mi. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.1Ns design Is based only upon parameters shown.and Is for an individual Wilding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of l ndlvidud taus web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pn Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job , Truss Truss Type r Qty Ply L 28 PARADISE RESERVE T12166851 17-080455 802 ATTIC 3 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:07 2017 Page 1 ID:GIbVmMgJLZMcPDSyx4zJL6VyXSGO-F4eXdg9_J?W S4GINCpgLe2SUEIRJY2ahOP_rdByXQYA 4-8-6 I 8-104 i 10-10-11 1116- 13-6-o I 1ss6 16-1- 18-1-12 I 22-3-10 I 27-0-0 4-86 4-1-14 2-47 7-1 1-11-8 1-11-8 7-1 2-0-7 4-1-14 4-8-6 Scale=1:46.9 4x5= 5 3x4= ja 3x4= 4 17 6.00 12 2x4 II 16 14 2x4 II 3 2x4 I I 7 P: n 4x5 4x5 2 8 15 � � 18 444044 1 9 m ym r d 3x4= Ei a 3x4= 13 12 11 10 2x4- 6x8= 64= 2x4 27-0-0 • 1-441.512 8-144 18-1-12 25-6-4 25+0 v td- 041•112 7-4-8 i 9-3-8 7.4-8 04121-4-0 I Plate Offsets(X,Y)-- 15:0-2-8,0-2-41,111:0-2-12,0-3-01,[12:0.2-12,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.43 12-13 >687 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.66 11-12 >446 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Attic -0.30 11-12 366 360 Weight:146 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 11-12:2x8 SP 2400F 2.0E or 2x8 SP SS JOINTS 1 Brace at Jt(s):14 WEBS 2x4 SP No.3'Except* • 7-11,3-12,4-6:2x4 SP No.2 REACTIONS. (lb/size) 13=999/0-3-8,10=999/0-3-8 Max Horz 13=164(LC 9) Max Uplift 13.296(LC 10),10=259(LC 10) Max Gray 13=1146(LC 19),10=1146(LC 18) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1666/379,3-4=-1366/417,4-5=-18/482,5-6=-18/482,6-7=-1365/417, 7-8=-1666/379 BOT CHORD 12-13=-310/1631,11-12=-154/1435,10-11=-310/1508 WEBS 7-11=0/560,8-11=-262/186,3-12=0/560,2-12=-262/178,4-14=-1939/430, 6-14=-1939/430,2-13=-1781/640,8-10=-1781/640 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=27ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-6-0,Exterior(2)10-6-0 to 13-6-0,Interior(1)16-6-0 to 24-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-14,6-14; Wall dead load(5.0psf)on member(s).7-11,3-12 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-12 , 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=296,10=259. 8)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. mit 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mu-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual!wilding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k, is always required for stability and to prevent cdlapse with possible personal!Rimy and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job , Truss Truss Type t' Otyt Ply L 28 PARADISE RESERVE T12166852 17-080455 B03 Attic 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:08 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-jHCwg0Ad4JeJhQKamXBaAG_exinTHVRgF3kPAdyXQY9 ' 4-8-6 1 8-10-4 10-10-11 11-6-� 13-6-0 1 15-5-85 16-1-¢ 18-1-12 1 22-3-10 i 27-0-0 12&0-01 4-8-6 4-1-14 2-0-7 7-1 1-11-8 1-11-8 67-1 2-0-7 4-1-14 4-8-6 1-0-0 • Scale=1:46.5 • 4x5= 5 3x4 4= -'I 6�4=_MO 19 6.00 12 2x4 11 18 J .t6 2x411 3 2x4 II 7 3x6 (: 8 n 4x5•::- �� 4x5 2 9 17 r 20 1 g rl�/ i� �� Vry 10 11]ym =r _. d 3x4= 14 13 12 3x4_ i5 2x4 i 6x8= 6x8= 2x4 27-0-0 1-4-01-6-02 8-10-4 1 18-1-12 1 25-6-4 25r¢-0 1 1-4-00-1 l2 7-4-8 9-3-8 7d-8 01J121-4-0 Plate Offsets(X,Y)-- [5:0-2-8,0-2-41,[13:0-2-12,0-3-01,[14:0-2-12,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.43 14-15 >687 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.66 13-14 >443 180 BCLL 0.0 ` Rep Stress Inc/ YES WB 0.63 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Attic -0.30 13-14 365 360 Weight:148 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. 8-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2'Except* JOINTS 1 Brace at Jt(s):16 13-14:2x8 SP 2400F 2.0E or 2x8 SP SS WEBS 2x4 SP No.3*Except* 7-13,3-14,4-6:2x4 SP No.2 REACTIONS. (lb/size) 15=996/0-3-8,12=1057/0-3-8 • Max Horz 15=-174(LC 8) Max Uplift 15=-292(LC 10),12=-317(LC 10) Max Gray 15=1144(LC 19),12=1190(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1659/358,3-4=-1359/398,4-5=-14/483,5-6=-13/482,6-7=-1361/401, 7-9=-1655/352,9-10=-379/156 , BOT CHORD 14-15=-264/1635,13-14=-101/1438,12-13=-196/1475,10-12=-83/434 WEBS 7-13=0/553,3-14=0/560,2-14=-263/183,4-16=-1931/401,6-16=-1931/401, 2-15.1772/612,9-12=-1838/768 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=27ft;eave=oft;Cat. 11;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-6-0,Exterior(2)10-6-0 to 13-6-0,Interior(1)16-6-0 to 25-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-16,6-16; Wall dead load(5.Opsf)on member(s).7-13,3-14 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=292,12=317. 8)Attic room checked for L/360 deflection. • t, 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. imit Design valid for use only with MiTek®connectors.Ns design Is based only upon parameters shown,and is for an individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance rea arding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WP11 Quality Crlterla,DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safely Informallon avdiable from Tries Plate institute,218 N.Lee Street.Salle 312 Alexandria VA 22314. Tampa,FL 33610 Il Job , Truss Truss Type ' Qtyt Ply L 28 PARADISE RESERVE T12166853 17-080455 B04 Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:09 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-BTml1 MBFrcnAJavmKEipjTXvp6B1 Ovk_UjTyi3yXOY8 6-3-4I 12-0-0 15-0-0 I 20-8-12 l 27-0-0 128-0 01 6-3-4 5-8-12 3-0-0 5-8-12 6-3-4 1-0-0 Scale=1:46.7 5x6= 5x6= 3 15 4 i= 6.001. • il 16 4x5 4x5 2 5 13 ../oil...:\ . 111.• * r? 17 1 6 r� m q �' 101 i?� � 7 )Cr, o 1r 354= ail 11 10 18 9 C. 3x4= 12 8 3x4 i 3x4= 3x4= 3x8= 3x4 • 1 1-4-0 i 9-5-15 I 17-6-1 I 25-8-0 27-0-0 I 1-4-0 8-1-15 8-0-3 8-1-15 1-4-0 Plate Offsets(X,Y)-- 13:0-3-0,0-2-01,[4:0-3-0,0-2-01,18:0-2-0,0-0-121,112:0-2-0,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.16 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0.47 Vert(TL) -0.24 9-11 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.82 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:147 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (lb/size) 12=860/0-3-8,8=922/0-3-8 •Max Horz 12=-i56(LC 8) Max Uplift 12=-391(LC 10),8=-416(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1055/657,3-4=-774/599,4-5=-1046/639,5.6=-321/152 BOT CHORD 11-12=-484/1086,9-11=-263/800,8-9=-440/1007,6-8=-68/394 WEBS 3-11=-118/320,4-9=-94/283,2-12=-1223/873,5-8=-1259/987 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=27ft;eave=oft;Cat. II;Exp C;•End.,GCp1-0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-9-1,Exterior(2)7-9-1 to 19-2-15,Interior(1)19-2-15 to 25-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except jjt=lb) 12=391,8=416. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. v WARNING-VMfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. hut Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and is for an Individual building ng component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall brldkng design. Bracing indkxlted Is to prevent buckling of tndNidud truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guldcnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 CuaAty Ci teda,DS8-89 and(SCSI Building Component 6904 Parke East Blvd. Safety In lomratlon available from Truss Plate institute,218 N.Lee Street Suite 312 Alexandria VA 22314. Tarrpa,FL 33610 a Job Truss Truss Type y Qty 1 Ply L 28 PARADISE RESERVE T12166854 17-080455 B05 Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:10 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-gfKgFiBtcwv1 xkUyuyD2Gh4?eW W 71Q77iNDVEVyXQY7 1 5-3-4 10-0-0 1 17-0.01 21-8-12 1 27-0-0 12&0-0 1 5-3-4 4-8-12 7-0-0 4-8-12 5-3-4 1-0-0 Scale=1:45.9 4x8= 4x5= 3 in 15 M6 4 6.00 12 p 4x5-.-----1417 4x5* 2q 5 ym 13 18 1 6 m QJg LI 101 4► a 7 jv 3x4 12 11 10 9 [1 3x4= o 354 i 3x4= 3x4 3x8= 3x4 27-00 1-40 1-`t¢-12 10-0-0 17-0-0 25-6-4 1-4-0at•It2 88.4 I 7-0-0 I 8-64 027-11°21-4-0 I Plate Offsets(X,Y)-- [3:0-5-4,0-2-01,[8:0-2-0,0-0-12],[12:0-2-0,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -023 11-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(TL) 0.05 8 n/a rVa BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:142 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-4-1 max.):3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (lb/size) 12=860/0-3-8,8=922/0-3-8 Max Horz 12=-132(LC 8) Max Uplift 12=-391(LC 10),8=-416(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-297/70,2-3=-1053/667,3-4=-887/646,4-5=-1046/653,5-6=-378/150 BOT CHORD 1-12=-4/250,11-12=-512/998,9-11=-355/892,8-9=-456/969,6-8=-81/438 WEBS 2-12=-1201/948,5-8=-1257/1075 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-9-1,Exterior(2)5-9-1 to 21-2-15,Interior(1)21-2-15 to 25-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=391,8=416. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE MI Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the balding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal kslury and property damage.for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 I` • Job Truss Truss Type t Qty, Ply L 28 PARADISE RESERVE T12166855 17-080455 B06 Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:11 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-8ru2S2CVNE/uYu38RfkHoucBwrl UwlHxly3nyyXOY6 I 8-0-0 1 13-6-0 1 19-0-0 27-0-0 128-0-01 8-0-0 5-6-0 5-6-0 8-0-0 1-0-0 Scale=1:45.8 5x6= 3x4= 5x6— 2ICI 7-a 14 0:2415 •,.:A* CA4 6.00 12 t I% 13 -/ `cam 17 m 12 ii \IPAJL4r o v 18 1 5 1 ,I 17 ..14,:_--4.t. 6 la 3x4 i ei 10 9 8 oizs 3x6 11 7 2x4 i 3x4= 3x4= 3x4= 2x4 1-4-0 9-5-15 17-6-1 25-8-0 27-0-0 F 1-4-0i 8-1-15 8-0-3 1 8-1-15 1 1-4-0 1 Plate Offsets(X,Y)-- [1:0-2-10,0-1-81,(2:0-3-0,0-2-01,[4:0-3-0,0-2-01,15:0-2-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.08 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.17 8-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(TL) 0.05 7 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:137 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(5-6-6 max):2-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. WEBS 1 Row at midpt 2-11,4-7 REACTIONS. (lb/size) 11=860/0-3-8,7=922/0-3-8 Max Horz 11=108(LC 8) Max Uplift 11=-390(LC 10),7=-416(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-264/45,2-3=-1050/715,3-4.10381694,4-5=-280/59 BOT CHORD 10-11=-441/971,8-10=-547/1190,7-8=-412/955 WEBS 2-11=-1075/752,2-10=-39/299,3-10=-277/132,3-8=-285/162,4-8=-60/302, 4-7=-1017/765 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=27ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-1,Exterior(2)3-9-1 to 8-0-0,Interior(1)12-2-15 to 14-9-1,Exterior(2)19-0-0 to 28-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=390,7=416. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,notla a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always er ed.t r stability and prevent coila;.se with cossi be Loral injury and.property damage.For,general guidance.regarding the fabrication,storage,delivery,erection and bracing of trusses and mus systems.seeANSI/1Pi1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312 Atexaidrla,VA 22314. Tampa,FL 33610 Il a k Job Truss Truss Type r Qty Ply L 28 PARADISE RESERVE T12166856 17-080455 807 Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:12 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-C2SQgOD78X91AI eL?NGW L69OsJAI DM5QAhicJOyXQY5 I 3-5-4 6-0-0 I 11-0-9 I 15-11-7 I 21-0-0 23-6-12 27-0•0 3-5-4 2-6-12 5-0-9 4-10-13 5-0-9 2-6-12 3-5-4 Scale=1:44.0 NAILED NAILED 4x8= Special NAILED NAILED 2x4 NAILED NAILED NAILED NAILED 4x8= 6.00 I12 3 ( 7 4 18 19 I 21 22cn 5 2 6 fill Il fl iii Ill nn Il II 0 flfl fl 4x5-..--- 4x5 2 Z-Fill 7m.44 1 � � � 8IoC7 !1fl Afl Ie ifll I 4 Ofi fl(1 elft i' m Ki 15 14 tar 26 13 27 12 28 29 11 30 31 10 Special NAILED NAILED 3x8 3x10 MT2OHS=NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED 27-0-0 1d-01-§-i12 6-0-0 I 11-0-9 I 15-11-7 I 21-0-0 { 25-6-4 25$o 1-4-00-l-t2 4&d 5-0-9 4-10-13 5-0-9 4-6-4 0-i,121-4-0 Plate Offsets(X,Y)-- [3:0-5-4,0-2-0),[6:0-5-4,0-2-0),(9:0-0-14,0-0-4),[15:0-0-6,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.19 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.27 11-13 >999 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.40 Horz(TL) 0.08 9 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:140 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc puffins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.3 2-0-0 oc purlins(3-3-3 max.):3-6. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. REACTIONS. (lb/size) 15=1264/0-3-8,9=1283/0-3-8 Max Horz 15=74(LC 24) Max Uplift 15=-746(LC 8),9=-731(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1839/1109,3-4=-2473/1550,4-5=-2473/1551,5-6=-2484/1565,6-7=-1872/1153 BOT CHORD 14-15=-748/1334,13-14=-890/1619,11-13=-1455/2484,10-11=-935/1648, 9-10=-785/1357 WEBS 2-14=-233/401,3-13=641/1024,4-13=-420/349,5-11=-422/324,6-11=-607/993, 7-10=-262/418,2-15=-1803/1104,7-9=-1831/1111 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 15=746,9=731. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)135 lb down and 215 lb up at 21-0-0 on top chord,and 111 lb down and 75 lb up at 6-0-0,and 28 lb down and 10 lb up at 20-9-12 on bottom chord. The . design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). " • LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-6=-54,6-8=-54,1-8=-10 Continued on cane 9 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use-the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndNIduat truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent coii a with posst!e persond klary and property damage.For.genem!.au 4des1ce Teo ading tbo fabrication storage,delivery,erection arid bracing of trusses and truss systems,seeANSt/IP11 Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information avakable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexaldda,VA 22314. Tampa,FL 33610 I` e Job Truss Truss Type Qty* Ply L 28 PARADISE RESERVE T12166856 17-080455 B07 Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:12 2017 Page 2 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-c2SQgOD78X91A1 eL?NGW L69OsJAIDM5QAhicJOyXQY5 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-48(F)6=-79(F)14=-125(F)10=-125(F)16=-48(F)17=-48(F)18=-48(F)20=-48(F)22=48(F)23=-48(F)24=-48(F)25=-14(F)26=-14(F)27=-14(F)28=-14(F) 29=-14(F)30=-14(F)31=-14(F) 0 WARNING•Vadty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.IGV32015 BEFORE USE. Design valid for use only with MFTek®connectors.this design Is based only upon parameters shown,and is for an iridIvidual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k. Is aloe vsrequired for stability and to pre'v'ent collgese with c.ssst e personal kslrey and property damage. forgeneral gutdace re a.�:ling the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Ptate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 4 Job Truss Truss Type i Qty i Ply L 28 PARADISE RESERVE T12166857 17-080455 001 Common 3 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:13 2017 Page 1 I D:GbVmMgJ LZMcPDSyx4zJ L6VyXSGO-4E?ptkElvrHcoBDXZ4nItJiaFjR_yIbZPLRArgyXQY4 7-5-13 14-1-15 20-10-0 27-6-1l 34-2-3 l 41-8-0 7-5-13 6-8-1 6-8-1 6-8-1 6-8-1 7-5-13 Scale=1:69.0 5x6= 4.00 I12 5 Ii 3x4-- 18 18 3x4 3x6 4 6 3x6 3 N4. 7 4x5% .11 ", 4x5 2 8 17 20 1 ... g (7410 I 10 I ,Vi - Im 16 15 14 i3 12 11 10 3x6= 3x4= 3x10 MT2OHS= 3x8__ 3x10 MT2OHS= 3x4= 3x6= 4x5 4x5 C 1-6-12 41-8-0 114 0 I 11-2-6 20-10-0 30-5-10 I 40-1-4 4014 o 1 4 -0 9-7-10 9-7-10 9-7-10 9-7-10 O�-ti2 0-2-12 1-4-0 Plate Offsets(X,Y)-- 110:0-2-8,0-2-81,116:0-2-8,0-2-81 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.31 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.63 13-15 >749 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Ina YES WB 0.70 Horz(TL) 0.19 10 n/a rVa BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:210 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-13,4-13,2-16,8-10 REACTIONS. (lb/size) 16=1333/0-5-8,10=1333/0-5-8 Max Horz 16=-122(LC 8) Max Uplift 16=-587(LC 10),10=-554(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-643/0,2-4=-2672/1347,4-5=-1961/1097,5-6=-1961/1097,6-8=-2672/1347, 8-9=-643/14 BOT CHORD 1-16=0/594,15-16=-1298/2715,13-15=-1066/2337,11-13=-1066/2337,10-11=-1298/2715, 9-10=0/594 WEBS 5-13=-389/871,6-13=-689/375,6-11=-64/356,8-11=-315/237,4-13=-689/375, 4-15=-62/356,2-15=315/237,2-16=-2562/1538,8-10=-2562/1538 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-2-0,Interior(1)4-2-0 to 16-8-0,Exterior(2)16-8-0 to 20-10-0,Interior(1)25-0-0 to 37-6-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 16=587,10=554. 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based oNy upon parameters shown,and Is for an individual building component,not a IRAs system.Before use,the building designer must verify the applicabllty of design parameters and properly incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members oNy. Additional temporary and permanent bracing Mitek' is awovs.required for slatAtty and to prevent crytse',ml possUe.De.fSOMA L?k..av-and property don,.-ae. nor genera!.1,r4 ,?._r-_asstg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street"Suite 312,Alexandria VA 22314. ( Tampa,FL 33610 4 r Job Truss Truss Type i Qtyi Ply L 28 PARADISE RESERVE T12166858 17-080455 D02 Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:14 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSG0-YQZB54ENg9PTPLoj7ol_QXEIR7ophCCjd?BjNHyXQY3 6-10-8I 12-11-4 I 19-0-0 1 22-8-0 I 28-8-12 1 34-9-8 1 41-8-0 1 6-10-8 6-0-12 6-0-12 3-8-0 6-0-12 6-0-12 6-10-8 Scale=1:71.5 4.00 12 5x8= 5x6= 5 6 w 3x4 3x6%3x4 g 4 7 3 8 4x5 �� ''' 4x5 ra 29 e 19 20 V 10000 ..........- 1U m I mr s.. isi . I, O 18l 17 16 15 14 13 12 x•11 3x6= 3x4= 3x10 MT20HS= 3x4= 3x8= 3x10 MT20HS= 3x4= 3x6= 4x5% 4x5 1-6-12 41-8-0 1-40 10-3-6 19-0-0 22-8-0 31-4-10 40-1-4 400 1-4--011 8-8-10 8-8-10 1 3-8-0 I 8-8-10 I 8.8-10 02}12 1 0-2-12 1-4-0 Plate Offsets(X,Y)-- (5:0-5-4,0-2-81,(11:0-2-8,0-2-81,118:0-2-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (ioc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.30 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.63 15-17 >751 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Ina YES WB 0.68 Horz(TL) 0.19 11 n/a n/a BCDL 5.0 Code FRC2014/1 PI2007 Matrix-S Weight:222 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-2-0 max):5-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-12 oc bracing. WEBS 1 Row at midpt 2-18,9-11 REACTIONS. (lb/size) 18=1333/0-5-8,11=1333/0-5-8 Max Horz 18=-111(LC 8) Max Uplift 18=-587(LC 10),11=-554(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-531/0,2-4=-2718/1514,4-5=-2097/1286,5-6=-1944/1271,6-7=-2098/1287, 7-9.-271811514,9-10=-532/19 BOT CHORD 1-18=0/488,17-18=-1423/2704,15-17=-1257/2417,14-15=-953/1943,12-14=-1257/2417, 11-12=-1423/2704,10-11=0/489 WEBS 4-17=-39/315,4-15=-607/376,5-15=-185/412,6-14=-186/401,7-14=-606/375, 7-12=-41/314,2-18=-2615/1653,9-11=-2614/1653 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-2-0,Interior(1)4-2-0 to 12-11-4,Exterior(2)12-11-4 to 28-8-12,Interior(1)28-8-12 to 37-6-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. ' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(jt=lb) 18=587,11.554. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 � A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of lndM dud truss web and/or chord members only. Additional temporary and permanent bracing Ml lei• is always required-for stability and to present c0il^=5e with possfo4e f.)-9?-4(.41.01 i key and property damage. for general autdar_e 1=a rdina the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Cr terla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type t Qty, Ply L 28 PARADISE RESERVE 112166859 17-080455 003 Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:15 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-Od7ZIPFORSXK1 VNwgVpDykntlX8cQgpssfwGwjyXQY2 1 6-2-8 1 11-7-4 1 17-0-0 1 24-8-0 1 30-0-12 1 35-5-8 I 41-8-0 1 6-2-8 5-4-12 5-4-12 7-8-0 5-4-12 5-4-12 6-2-8 Scale=1:71.5 • 4.00 12 5x8= 5x6= 5 ea ra ea6 rte 3x6 5 3x4 S 'J 3x4 20 4 7 21 3x6 V-. 3 8 4x5% 1." N ,� 4X5u.)N. 2 9 19 22 J> LII 1 10 N o 8- 17 16 15 23 14 13 12 �� 18 11 3x6= 3x4= 3x10 MT2OHS= 3x4= 3x8= 3x10 MT2OHS= 3x4= 3x6= 4x5 4x5 1-6-12 41-8-0 1 1 d-01 1 9-3-6 1 17-0-0 1 24-8-0 1 32-4-10 1 40-1-4 0 1 i-4-0 7-8-10 7-8-10 7-8-0 7-8-10 7-8.10 0-2-'12 0-2-12 1-4-0 Plate Offsets(X,Y)-- 15:0-5-4,0-2-81,(11:0-2-8,0-2-8),118:0-2-8,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.29 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.56 15-17 >843 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(TL) 0.19 11 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:215 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, 5-6:2x4 SP 2400F 2.0E or 2x4 SP SS except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-7-5 max.):5-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. WEBS 1 Row at midpt 5-14,2-18,9-11 REACTIONS. (lb/size) 18=1333/0-5-8,11=1333/0-5-8 Max Horz 18=100(LC 9) Max Uplift 18=-587(LC 10),11=-554(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-450/0,2-4=-2752/1583,4-5=-2269/1411,5-6=-2119/1387,6-7=-2270/1411, 7-9=-2752/1582,9-10=-451/16 BOT CHORD 1-18=0/412,17-18=-1464/2678,15-17=-1346/2489,14-15=-1098/2118,12-14=-1346/2489, 11-12=-1464/2678,10-11=0/413 WEBS 4-15=-480/308,5-15=-137/394,6-14=-137/394,7-14=-480/307,2-18=-2643/1698, 9-11=-2643/1698 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-2-0,Interior(1)4-2-0 to 11-1-5,Exterior(2)11-1-5 to 30-6-11,Interior(1)30-6-11 to 37-6-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except ljt=lb) 18=587,11=554. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev-I GVw2oi5 BEFORE USE. mit Design valid for use only wllh Mitek®connectors.This design is based only upon parameters shown,and Is for an Individual building component-not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek• is ak.vaFs.r_wire for s±.abelll.and to p eve tt collapse with posk±le p_rsonal Injury and oroper!y d-Yrr.acre. For.aerwrd! -.Ma-Ice.Fwaard.,f the fabrication,storage,delivery,erection and bracing oftrussesand truss systems,seeANSI/1'P11 Cuafly Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Il a Job Truss Truss Type i Qty, Ply L 28 PARADISE RESERVE 112166860, 17-080455 D04 Hip Girder 1 2 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:17 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-y?FJj5HGy4n2GpW Iowrh29sBrKrfuda9JzPN_byXQYO 5-10-8 10-5-4i 15-0-0 1 18-11-4 22-8-12 1 26-8-0 1 31-2-12 1 35-9-8 1 41-8-0 5-10-8 4-6-12 4-6-12 3-11-4 3-9-8 3-11-4 4-6-12 4-6-12 5-10-8 Scale=1:69.6 5x8— 2x4 I I 3x4= 5x8= 4.00 Fri 5 22N, 6 N, 7 m 23 8 3x4% + = , ill 3x4 4 9 u 3x4% 3x4 n R 10x16 3 10 m 1(: 2 - N n 1� Ig 11 ,;j ,, PII nn nv nn nn U loaf nn u nn nn u nn ® II nn no Ln nn BR I, 024 25 26 27 18 28 29 30 31 15 32 33 34 35 '5x6= 6 7x10= 21 20 19 17 16 14 13 12 4x12— 2x4 I I TJC37 4x5—TJC37 TJC37 5x8= 4x8= TJC374x5= 4x5= NAILED 4x5= NAILED 2x4 11 4x12 II HUS26 TJC37 4x5 TJC37 TJC37 NAILED 4x8=NAILED NAILED NAILED TJC37 NAILED 1-4-0 5-10-8 10-5-4 15-0-0 18-11-4 22-8-12 26-8-0 31-2-12 35-9-8 40-4-0 111-8- 11-4-01 4-6-8 4-6-12 i 4-6-12 I 3-11-4 3-9-8 3-11-4 I 4-6-12 4-6-12 1 4-6-8 1-4-0� Plate Offsets(X,Y)-- (1:0-0-9,0-4-61,[1:1-3-4,Edge),[1:0-1-14,0-0-151,(5:0-5-4,0-2-81,[8:0-5-4,0-2-8,[11:0-6-2,0-0-1),(11:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.54 16-17 >923 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.86 16-17 >574 180 BCLL 0.0 * Rep Stress Incr NO WB 0.44 Horz(TL) 0.18 11 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:526 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, BOT CHORD 2x6 SP 2400F 2.0E or 2x6 SP SS`Except* except 15-18:2x6 SP No.2 2-0-0 oc purlins(4-1-9 max.):5-8. • W EBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEDGE Right:2x4 SP No.2 SLIDER Left 2x4 SP No.3 2-3-15 REACTIONS. (lb/size) 1=4100/0-5-8,11=2640/0-5-8 Max Horz 1=-87(LC 30) Max Uplift 1=-2078(LC 8),11=-1412(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-12012/6123,3-4=-10653/5462,4-5=-8686/4500,5-6=-8408/4425,6-7=-8408/4425, 7-8=-7705/4095,8-9=-6805/3640,9-10=-7282/3967,10-11=-7572/4092 BOT CHORD 1-21=-5756/11343,20-21.5756/11343,19-20=-5070/10084,17-19=-4123/8268, • 16-17=-3892/7705,14-16=-3280/6424,13-14=3649/6872,12-13=-3832/7129, 11-12=-3832/7129 WEBS 3-21=-381/754,3-20=-1376/743,4-20=-850/1717,4-19=-2333/1214,5-19=-1159/2329, 5-17=-160/369,7-17=-620/1289,7-16=-1235/554,8-16=-982/2201,8-14=-244/402, 9-14=-605/464,9-13=-220/288,10-13=-352/227 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAUCASE(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;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 1=2078,11=1412. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on Daae 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.10/032015 BEFORE USE. Pa Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an Individual bulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is al<ways.required.for_stability and to prevent colapse ith.00ssb-ie personal bl sv and property damdtge. for:rne al.a ldcmc-reaciicksi the 1 fabrication storage,delivery,erection and bracing of trusses and truss systems seeANSI/1PI l Quality Cfter a.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 • Job Truss Truss Type r Qty, Ply L 28 PARADISE RESERVE T12166860 i 17-080455 D04 Hip Girder 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:17 2017 Page 2 I D:GbVmMgJLZMc PDSyx4zJL6VyXSGO-y?FJj5HGy4n2Gp W Iowrh29sBrKrtuda9JzPN_byXQYO NOTES- 10)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 6-0-12 from the left end to connect truss(es)to back face of bottom chord. 11)Use Simpson Strong-Tie TJC37(6 nail,90-90)or equivalent spaced at 2-0-0 oc max.starting at 8-0-12 from the left end to 21-7-4 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,5-8=-54,8-11=-54,1-11=-10 Concentrated Loads(Ib) Vert:18=-428(B)21=-703(B)12=13(B)24=-422(B)25=-422(B)26=-422(B)27=-422(B)28=-428(B)29=-428(B)30=-428(B)32=15(B)33=18(B)34=39(B)35=-84(B) � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and is for an indMdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. BracIng Indicated Is to prevent buckling of indNklual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' • ,ways req,sina,d for sl i tly and to prevent coli :e with..-. a ,rurscnd abs.;,.and L ape!ty clancgie,r r_enemau!!d -ce reg•_v.Ong the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Budding Component 6904 Parke Eesl Blvd. Safety Information cm:table from Truss Plate Institute.218 N.Lee Street.Suite 312•Alexandria VA 22314. Tampa.FL 33610 a Job , Truss Truss Type i Qty r Ply L 28 PARADISE RESERVE T12166861 17-080455 E01 Jack-Closed 4 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:18 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-RCphwRlujNvuuy5VMdMwaNPPckltd?IJYd9xW 2yXQY? 7-9-2 15-0-0 II 7-9-2 I 7-2-14 2x4 II Scale=1:30.0 3 4 4.00 I12 10 4x8 2 ind: Th............... 9 IIIIIIIIIIIIIIIIIIIIIIb— am d 3x4= 8 a 7 6 2x4% 2x4 I I 3x4=5 I 1-4-0 1-p-12 7-9-2 I 15-0-0 1-4-0 0- -12 6-2-6 7-2-14 Plate Offsets(X,Y)-- 16:0-1-8,0-1-81 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.12 6-7 >999 180 BCLL 0:0 * Rep Stress lncr YES WB 0.73 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:77 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-2-7 oc bracing. REACTIONS. (lb/size) 6=438/Mechanical,8=511/0-5-8 Max Horz 8=205(LC 10) Max Uplift 6=-221(LC 10),8=-208(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 7-8=-398/676,6-7=-398/676 WEBS 2-6=-696/405,2-8=-690/391 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-9-1,Exterior(2)10-9-1 to 15-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=221,8=208. _ A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Indivldud truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required Lor stability and tov revent colla se with cesstie personal biLify and property dim uae. for general guidance regards-the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see.ANSt/IPI1 Quality Criteria,DSB-69 and BCSI Building Component 6904 I arke tall Blvd. Safety Information available Born Truss Plate Institute.218 N.Lee Street.Suite 312.Mexcrx*la.VA 22314. Tampa,FL 33610 • r Job Truss Truss Type , Oty h Ply L 28 PARADISE RESERVE 112166862 17-080455 E02 Jack-Closed 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:19 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-vON48nI W Uh1 I W 6ghvLu97aya98auMZ4SnHuU3UyXQY_ 7-9-2 15-0-0 7-9-2 7-2-14 3x6 Scale=1:31.0 3 4 4.00 12 ilorr 4x5 2 11. 11101 9 11 V Y 101 ►�, 3x4=. 8 ►�� ►�♦ 6 2x4 7 3x4= 5 • 2x4 • 1-4-0 1-612 2 11-6-12 15-0-0 1-4-0 0- -12 10-0-0 3-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) (/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.23 7-8 >547 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.39 7-8 >321 180 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:78 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=-38/Mechanical,7=621/0-5-8,8=366/0-5-8 Max Horz 8=205(LC 10) Max Uplift 6=-38(LC 1),7=-306(LC 10),8=-137(LC 10) Max Gray 6=41(LC 3),7=621(LC 1),8=366(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-491/24 BOT CHORD 1-8=0/452,7-8=-223/304 WEBS 2-7=-531/408,3-7=-300/264,2-8=-277/352 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-9-1,Exterior(2)10-9-1 to 15-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except Qt=lb) 7=306,8=137. A WARNING-Verify design parameters and READ NOTES ON THIS ANO INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. mit Design valid for use only with MITek®connectors.TNs design is based only upon parameters shown,and is for r n r individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, Is always required for stability and to prevent conapse with post le p e._ornal b-sy and properly darrr.Me. For•aero"a!o.tdrsce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAN51/1P11 Quaid,/Criteria,Dill-89 and BCSI Binding Component 6904 Parke East tlivtl. Safety information avalable from Truss Plate institute,218 N.Lee Street.Suite 312 Pdexandlkt VA 22314. Tampa,FL 33610 • r Job Truss Truss Type r Oty Ply L 28 PARADISE RESERVE T12166863 17-080455 E03 Half Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:19 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-vON48nl W Uh 11 W 6ghvLu97ayb28awMYwSnHuU3UyXOY_ 7-4-14 14-0-0 15-0-0 7-4-14 6-7-2 1-0-0 4x5= Scale=1:30.6 2x4 !I 3 4 4.00'12 9 x5 2 1 r Y Y ►.1 ►.1 3x4= 7 5 • 2x4 6 3x4= 3x4= 1-4-0 1-B-)2 11-6-12 15-0-0 1-4-0 0-2-12 10-0-0 3-5-4 Plate Offsets(X,Y)-- 13:0-2-8,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.23 6-7 >548 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.39 6-7 >322 180 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:84 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(10-0-0 max-):3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=-69/Mechanical,6=665/0-5-8,7=356/0-5-8 Max Horz 7=193(LC 10) Max Uplift 5=-69(LC 1),6=-338(LC 10),7=-134(LC 10) Max Gray 5=44(LC 10),6=665(LC 1),7=356(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-495/30 BOT CHORD 1-7=0/456,6-7=-217/295 WEBS 2-6=-526/412,3-6=-359/332,2-7=-278/364 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-9-1,Exterior(2)9-9-1 to 14-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 6=338,7=134. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. � I AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIWEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid fot use only with MITek®connectors.Itis design 8 based only upon parameters shown,and Is for an individual building component riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mil** is asNays terkiire.d for stability and to prevent colopse`vtth possi to personal klltxy and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/lPl t Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information avaliable from Truss Plate Institute,218 N.Lee Street.Spite 312,Alexandria,VA 22314. Tampa,FL 33610 Il Job r Truss Truss Type f Oty i Ply L 28 PARADISE RESERVE T12166864 17-080455 E04 Half Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:20 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-NaxSL7J8F?9c7GFtT2POfoUjsYr95ylbOxel awyXQXz 3-9-8 8-10-12 14-0-0 15-0-0 I 3-9-8 I 5-1-4 - I 5-1-4 11 0-0 4x5= Scale=1:31.0 3x4=- 5 5 6 !Kis 4.00112 3x4 14 4 4x52 / 13 �� Y I 1 . 1111111 10 c . 5x8— Illk 4r ��_��-ti 2x4 I I 9� �+, .62 krA 3x4 — ��� 11 8 7 . 12 2x4% 3x4= 2x4 11 3x4= I 1-4-0 1-p-)2 3-9-8 I 8-10-12 I 13-10-8 I 15-0-0 1-4-0 0-2-12 2-2-12 5-1-4 4-11-12 1-1-8 Plate Offsets(X,Y)-- (3:0-4-8,0-2-2),15:0-2-8,0-2-4],19:0-2-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.44 3-10 >373 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.68 3-10 >240 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.43 7 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:82 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, 5-6:2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-6. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-11,5-8:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=432/Mechanical,12=519/0-5-8 Max Harz 12=193(LC 10) Max Uplift 7=-211(LC 10),12=-219(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-955/429,6-7=-386/257 BOT CHORD 11-12=-478/663,3-11=-281/414,3-10=-565/910,9-10=-565/911 WEBS 4-9=-878/533,6-9=-266/369,2-11.781/566,2-12=-828/490 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-9-1,Exterior(2)9-9-1 to 14-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 7=211,12=219. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with Ml lel&connectors.This design Is based only upon parameters shown,and is for cn individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. &acing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stabftty and to prevent collapse with r.ossble personal r;.zy and properly darnaae. fors ene<al auk/a:Ice teao!2ng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/1P11 Qualty Criteria,058-89 and BCSI Building Component 6504 Forks East Blvd. Safety Informaxon avatiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 e • I Job Truss Truss Type i Qty, Ply L 28 PARADISE RESERVE T12166865 17-080455 E05 Half Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:21 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-rnUgZTKmOIHTIQg31 mwdC?1zwxGNgSZIEbNb6NyXQXy 6-4-14 12-0-0 15-0-0 6-4-14 I 5-7-2 3-0-0 Scale=1:29.0 4x5= 2x4 I 3 10 4 E. w a.00 1z 4x5 2 u r r Y Y, 6 , Mil 3x4= 7 g/ lea 5 2x4 6 394= 394= 1-4-0 11-6-12 15-0-0 I 1-4-0 l 10-2-12 3-5-4 Plate Offsets(X,Y)-- [2:0-2-0,0-2-01,[3:0-2-8,0-1-121 LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.22 6-7 >559 240 MT20 244/190 TCDL 7.0 ILumber DOL 1.25 BC 0.57 Vert(TL) -0.38 6-7 >327 180 BCLL 0.0 * Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:80 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=-69/Mechanical,6=664/0-5-8,7=355/0-5-8 Max Horz 7=165(LC 10) Max Uplift 5=-69(LC 1),6=-337(LC 10),7=-142(LC 10) Max Gray 5=64(LC 20),6=664(LC 1),7=355(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-502/31 BOT CHORD 1-7=0/467,6-7=-267/342 WEBS 2-6=-505/410,3-6=-395/382,2-7=-341/460 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-9-1,Exterior(2)7-9-1 to 12-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 6=337,7=142. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0312015 BEFORE USE. la Design valid for use only with MIlek®connectors.fill design Is based only upon parameters shown,and is for an i dhAdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addtlonal temporary and permanent bracing MiTek* Is^i.4':r,s ready—i tot sP'bfmf and to prevent coltgse wtfh eosst,'Ie personal Wry and property damage. for aeneral guidance.regarding the fctxtcaion,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 quality Criteria,DSB-$9 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information avdtable horn Truss Plate institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 4Job Truss Truss Type Qty, Ply L 28 PARADISE RESERVE T12166866 17-080455 E06 Half Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:21 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-rnUgZTKmOlHTIQg31 mwdC?1 ucxBGgTzlEbNb6NyXQXy 3-9-8 7-10-12 8-10-12I 12-0.0 I 13-10-8 15-0-0 1 3-9-8 4-1-4 1-0-0 3-1-4 1-10-8 1-1-8 Scale=1:28.6 4x8= 2x4 I 13x4= 5 17 4 6 7 IIIMMEll A 3x4 II,m 4.00 I12 4 16 0 to 4x5 15m•s..n-AillIllgIIIIIIIIIIIIIIIIII �, 2 r 1111111114 .1 © 10 0 � 1��1 _ 12 11 5x8= , d ��_ :2 2x4 II 3x4= r ma 0 MI 3x4= F� 13 9 8 14 3x4= . 3x4= 2x4 2x4 II l 1-4-0 1 - 2 3-9-8 I 8-10-12 1 12-0-0 13-10-8 I 15-0-0 I 1-4-0 0- -12 2-2-12 5-1-4 3-1-4 1-10-8 1-1-8 Plate Offsets(X,Y)-- (3:0-4-8,0-2-2),[5:0-5-4,0-2-0),[10:0-2-0,0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.42 3-12 >385 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.67 3-12 >243 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.42 8 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:85 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc puffins, 5-7:2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-7. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-13,6-9:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=432/Mechanical,14=519/0-5-8 Max Horz 14=165(LC 10) Max Uplift 8=202(LC 10),14=-228(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-960/518,4-5=-362/211,7-8=-396/280 BOT CHORD 13-14=-491/663,3-13=-289/414,3-12=-620/915,11-12=-621/916,10-11=-218/306 WEBS 5-11=-211/359,5-10=-337/244,7-10=-271/388,4-11=-736/485,2-13=-781/582, 2-14=-828/533 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-9-1,Exterior(2)7-9-1 to 12-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=202,14-228. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITel5D connectors.This design Is based only upon parameters shown,and Is for an Individual building component,notla a truss system.Before use,the building designer must verity the appiicablliy of design parameters and properly Incorporate this design into the overall briding design. Bracing Indicated Is to prevent buckling of lndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k always required lar s?abl!±y and to prevent colapse with post e.personal k*sy and property dm-node. for•,ene a.2,4 o a teraar>_the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Fake East Blvd. Safety Informallon available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Il Job Truss Truss Type , Qty, Ply L 28 PARADISE RESERVE 112166867' 17-080455 E07 Half Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:22 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-Jz2CmpLPncPKNaPGbTRsIDZA9LhPZxpuTF78epyXQXx 5-4-14 10-0-0 15-0-0 5.4-14 I 4-7-2 I 5-0-0 Scale=1:25.9 4x5= 3x4= 3 IXI11 1 4.00 FE 4x5 10 2 r. 01.0\A dr 3x4= 8 7 ^ 5 3x4= 2x4 6 2x4 II 3x4= I 1-4-0 I 6-6-12 I 11-6-12 I 15-0-0 1-4-0 5-2-12 5-0-0 3-5-4 Plate Offsets(X,Y)-- [3:0-2-8,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.03 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2014TTPI2007 Matrix-S Weight:78 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(10-0-0 max.):3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 5=-86/Mechanical,6=686/0-5-8,8=351/0-5-8 Max Horz 8=138(LC 10) Max Uplift 5=-86(LC 1),6=-317(LC 10),8=-155(LC 10) Max Gray 5=44(LC 10),6=686(LC 1),8=351(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-292/126 BOT CHORD 7-8=-291/376 WEBS 3-7=-206/345,3-6=-453/372,4-6=-311/228,2-8=-488/382 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-9-1,Exterlor(2)5-9-1 to 10-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) . 6=317,8=155. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 � Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la Design valid tor use only with MITek®connectors.This design Is bused only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent co l•wse with possibre.personal kkkav and properly damage. for de-net.!l gu Idarr^e rea.ar Ing the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty r Ply L 28 PARADISE RESERVE T12166868 17-080455 E08 Half Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:23 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-n9caz8L1 YwXB_k_S8By5HQ6E5ItgINV2ivshBFyXQXw 3-9-8 8-10-12 10-0-0 13-10-8 15-0-0 3-9-8 5-1-4 I 1-1-4 3-10-8 I 1-1-8 Scale=1:27.1 4x8= 2x4 11 3xx4�4jj= 5x6 5 V\1 17 6 V‹ 4 e •I 4.0012 ♦, r 16 \Iiii N n a 4x5 15 2 , _ 10 /�� 12 11 8%8= q r 4- 2x4 II 3x4= Re 4 0 3x4= 14 13 9 8 2x4 i 3x4= 3x4 2x4 11 I 1-4-0 1.6-12 3-9-8 I 8-10-12 I 10-0-0 13-10-8 15-0-0 1-4-0 0-'2-12 2-2-12 5-1-4 1-1-4 3-10-8 1-1-8 Plate Offsets(X,Y)-- 13:0-4-8,0-2-2),14:0-3-0,0-2-12),15:0-5-4,0-2-0),110:0-2-12,0-2-12) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (roc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.40 3-12 >407 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.65 3-12 >251 180 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(TL) 0.41 8 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:80 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, 5-7:2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-7. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-13,6-9:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=432/Mechanical,14=519/0-5-8 Max Horz 14=138(LC 10) Max Uplift 8=208(LC 7),14=-235(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-995/620,4-5=-670/469,7-8=-396/275 BOT CHORD 13-14=-510/663,3-13=-301/414,3-12=-689/951,11-12=-690/952,10-11=-410/572 WEBS 5-11=-411/587,5-10=-453/324,7-10=-332/459,4-11=-783/576,2-13=-781/605, 2-14=-828/583 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interlor(1)3-0-0 to 5-9-1,Exterior(2)5-9-1 to 10-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=208,14=235. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t, I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. ml• Design valid for use only with MITeke connectors.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 verify the applicabllty of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is alwaYs, required for stab!bty and to prevent codlapse.with posstle personal t hey and property damage.for aenerat•autdaece regarc?ng the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street Suite 312.Nexaxilta.VA 22314. Tampa,FL 33610 e Job Truss Truss Type r Qty Ply L 28 PARADISE RESERVE T12166869 17-080455 E09 Half Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:24 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-FMAzBUMfJD12ctZeiuTKgefP59LB1 pgBWYcFjiyXQXV 8-0-0 15-0-0 I 8-0-0 7-0-0 Scale=1:25.1 5x8 33�x4= 2 I/V 10 I/V /\ 4.00 I12 • 9 8 11113x4= 7 6 4 2x44% 2x4 11 5 2x4 1I 3x4= 1-4-0 116-12 8-0-0 I 11-6-12 I 15-0-0 1-4-0 0-2-12 6-5-4 3-6-12 3-5-4 Plate Offsets(X,Y)-- (1:0-2-2,Edge),[2:0-5-4,0-2-8),(3:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 4 n/a rVa BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:75 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(10-0-0 max):2-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=30/Mechanical,5=534/0-5-8,7=387/0-5-8 Max Horz 7=111(LC 10) Max Uplift 4=-55(LC 7),5=-255(LC 6),7=-179(LC 10) Max Gray 4=94(LC 20),5=534(LC 1),7=387(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=-214/291,5-6=-211/293 WEBS 2-7=-298/285,2-5=-561/434,3-5=-251/216 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-1,Exterior(2)3-9-1 to 8-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 5=255,7=179. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall buldng design. BracIng Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary a d permanent bracing MI lei• k alwarys re4*fired for stabl!!t y d to prevent cot!.,pse with possL4ec_rs:.vt:�l klury and property damage. lot general guidance re sardi ra the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI11W 1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information meltable from Truss Plate Institute.218 N.Lee Street,Suite 312,AlexariWa VA 22314. Tampa.FL 33610 •Job Truss Truss Type r Qty 1 Ply L 28 PARADISE RESERVE T12166870 17-080455 El0 Half Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:24 2017 Page 1 I D:GbVmMgJ LZMcPDSyx4zJL6VyXSGO-FMAzBUMfJDf2ctZeiuTKgefOr9D51 mKBwYcFjiyXQXv 3-9-8 8-0-0 13-10-8I 15-0-0 3-9-8 4-2-8 I 5.10.8 1-1-8 Scale=1:25.3 4x8 z.-- 2x4 II 3x4= 4 6<1 6 14 5 4.00 Fri. C, • 1 u: 4x5% 13 p 2 — d. �� 3 4x8 10 9 1\ 8x8= .n �� w2x4 II — I ii R a 3x4= 12> 11 8 7 2x4 3x4= 2x4 II 3x4= I 1-4-0 116-12 3-9-8 8-0-0 I 13-10-8 i 15-0-0 1-4-0 0-2- 2 2-2-12 4-2-8 5-10-8 1-1-8 Plate Offsets(X,Y)-- 13:0-4-8,0-2-21 14:0-5-8,0-2-01,19:0-2-12,0-3-41 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLI, 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.37 3-10 >442 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.61 3-10 >267 180 BCLL 0.0 * Rep Stress Incr YES WB 0.51 Horz(TL) 0.39 7 n/a rVa BCDL 5.0 • Code FRC2014/TPI2007 Matrix-S Weight:73 lb FT=0% LUMBER- BRACING- . ' TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP SS*Except' TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, 4-6:2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-11,5-8:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=432/Mechanical,12=519/0-5-8 Max Horz 12=111(LC 10) Max Uplift 7=-232(LC 7),12=-241(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1014/671,4-5=-298/216,6-7=-382/255 BOT CHORD 11-12=-539/663,3-11=-318/414,3-10=-709/971,9-10=-709/980,5-9=-323/298 WEBS 4-9=-709/512,6-9=-402/548,2-11=-781/639,2-12=-828/641 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-12,Exterior(2)3-7-12 to 8-0-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=232,12=241. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mick®connectors.ibis design Is based only upon parameters shown,and Is for an individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' ek, Is always required to stability and to prevent co!apse with posso-.de personal!^hay and property damage.for general guldanca regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP1I(Dually Criteria,DSB-19 and BCSI Building Component 6804 Parke Earl Blvd. j Safely Information available from Truss Plate knsAMe,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Il a a Job Truss Truss Type • Qty, Ply L 28 PARADISE RESERVE T12166871 17-080455 Ell Half Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:25 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-jYkLOgNH4XovE17rGb_ZMrBeJZh8mHvK9CLoF8yXQXu 3-4-14 6-0-0 10-4-4 15-0-0 3-4-14 2-7-2 I 4-4-4 I 4-7-12 Scale=1:25.1 NAILED NAILED 4x5= 3x4= NAILED 3x4= NAILED NAILED 4.00 12 3 4 11 12 5<1 13 X LP f1 f] A fl (1 fl f 4x5 2 a: d r i of LI ;1 I\ul 11 fl fl fl 3.4= 9 8 14 15 < 16 17 6 ' 2x4 3x8—_ NAILED NAILED 7 NAILED 2x4 II Special 3x4 NAILED NAILED I 1-4-0 I 6-0-0 I 11-6-12 I 15-0-0 1-4-0 4-8-0 5-6-12 3-5-4 Plate Offsets(X,Y)-- (2:0-2-0,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) 1/defI Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.03 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.05 7-8 >999 180 BCLL 0.0 * Rep Stress!nor NO WB 0.23 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:74 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=-20/Mechanical,7=954/0-5-8,9=510/0-5-8 Max Horz 9=83(LC 21) Max Uplift 6=-28(LC 25),7=536(LC 4),9=-288(LC 8) Max Gray 6=32(LC 4),7=954(LC 1),9=510(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-719/407,3-4=-657/397,4-5=-180/288 BOT CHORD 8-9=-418/664 WEBS 4-8=-349/603,4-7=-787/525,5-7=-367/228,2-9=-857/524 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25lt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 7=536,9=288. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)196 lb down and 170 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) 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 Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-5=-54,1-6=-10 Concentrated Loads(Ib) Vert:3=-51(B)8=-195(B)4=51(B)10=-51(B)11=-51(B)13=-56(B)14=-9(B)15=-9(B)16=-9(B)17=-10(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. IIII Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an individual building component not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of fredNdual truss web and/or chord members only. Additional temporary and permanent bracing MTek• Is a ways refired for stabItty and to prevent collapse with possible personal Ink•and property damage. Car general guidance recta dirsa the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/1P11 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon avclable from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria VA 22314. Tempe,FL 33610 • • Job Truss Truss Typei Qty, Ply L 28 PARADISE RESERVE 112166872 17-080455 E12 Half Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:26 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-CkljcAOvrrwmrBi 1 qJ W ov3k19yuwVhHUOs5MnayXQXt 3-9-8 6-0-0 I 9-11-4 1 13-10-8 I 15-0-0 3-9-8 2-2-8 3-11-4 3-11-4 1-1-8 Scale=1:25.3 NAILED NAILED NAILED 4x8= NAILED 2x4 II NAILED 4x5= 3x4= 4.005/ 4 ?7 ]5 X 18 19 6 15 y �����`�_�.•/ 2x4 I I 20 — 21 8x8 12 11 10 Q \\�'. ..- rr . NAILED NAILED C?� I d � -Ali i Special NAILED I J 3x4= 14 ; 13 NAILED g 8 2x4 3x4= 2x4 11 3x4= NAILED I 1-4-0 116-12 3-9-8 6-0-0 I 9-11-4 I 13-10-8 I 15-0-0 I 1-4-0 0-2-12 2-2-12 2-2-8 3-11-4 3-11-4 1-1-8 Plate Offsets(X,Y)-- 14:0-5-4,0-2-01,110:0-5-8,0-5-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gtip DOL 1.25 TC 0.69 Vert(LL) 0.29 3-12 >570 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.45 3-12 >362 180 BCLL 0.0 * Rep Stress Incr NO WB 0.41 Horz(TL) 0.32 8 n/a n/a BCDL 5.0 Code FRC2014ITPI2007 Matrix-S. Weight:83 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP SS`Except* TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, 4-7:2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(3-8-0 max.):4-7. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-3-8 oc bracing. 3-13,6-9:2x4 SP No.3,3-10:2x4 SP No.1 • WEBS 2x4 SP No.3 OTHERS 2x4 SP 2400F 2.0E or 2x4 SP SS LBR SCAB 1-4 2x4 SP SS or 2400F 2.0E one side WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=713/Mechanical,14=729/0-5-8 Max Horz 14=83(LC 25) Max Uplift 8=-383(LC 5),14=-384(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-365/154,3-4=-2351/1276,4-5=-2219/1205,5-6=-2219/1205,6-7=-851/463, 7-8=-641/345 BOT CHORD 13-14=-548/976,3-13=-327/605,3-12=-1300/2355,11-12=-1306/2368,10-11.640/1179, 6-10=-508/320 WEBS 5-11=-285/202,6-11=-614/1085,7-10=-576/1057,2-13=-1151/648,2-14=-1173/624 NOTES- 1)Attached 6-5-1 scab 1 to 4,front face(s)2x4 SP 2400F 2.0E or 2x4 SP SS with 1 row(s)of 10d(0.131"x3")nails spaced 9" o.c.except:starting at 0-0-2 from end at joint 1,nail 1 row(s)at 2"o.c.for 6-4-1. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever lett and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=383,14=384. 9)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)111 lb down and 96 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)QIn�theLOADCASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'l7/mLAlltrnfar rude u __ a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE M67473 rev.10/03/2015 BEFORE USE. hut Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use-the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for slatiBty and to prevent c^41aF.=e with passibte persoor.d hury and property da nc r_re. r_{general guides ice regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Cdterla,05849 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312 Alexandria,VA 22314. Tampa,FL 33610 4 Job Truss Truss Type Qty, Ply L 28 PARADISE RESERVE T12166872 17-080455 E12 Half Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:27 2017 Page 2 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-gws5pW PXc82dTLHDN011 SGHwvME9E8WddWgvKOyXQXs LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-7=-54,1-13=-10,3-10=-10,8-9=-10 Concentrated Loads(lb) Vert:4=-47(F)6=-51(F)12=-143(F)11=-32(F)5=-47(F)10=-14(F)17=-47(F)18=-47(F)20=-32(F)21=-32(F) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MI1ek/y connectors.This design Is based only upon parameters shown,and Is for an Individual balding component,not a truss system.Before use,the building designer must verity the appllcdrllty of design parameters and properly incorporate this design Into the overall balding design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek• d' sys required for stability and to prevent collapse eMh posst le personal trg ary and property darrvage. Cor general guidance ressdna the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Intormallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 4 1 Job Truss Truss Type Qty, Ply L 28 PARADISE RESERVE T12166873 17-080455 F01 Floor Supported Gable 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:27 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-gws5pW PXc82dTLHDN011 SGH3TMRREEVddWgvKOyXQXs 018 Scale=1:22.1 354 II 1 2 3 4 5 6 7 8 9 10 11 2 o - J - ----a 0 e 0 0 0 0 0 o 9 O o. B 6 • PI -P i 6 • ' ♦ii:"•••••••••••••••••••••••••••••••••••••••••i i•♦♦•♦•i♦•.•♦•♦•••••iiii i♦•♦•ii i♦•♦•i♦••••••••♦•••♦•••i•:•••i•:••♦•i♦•••ii i♦ii•••♦ii•:••••••♦•••♦iii•••••i••••••••••••••••••••••i i••••••••ii 1♦•••••i i•••i:••: 22 21 20 19 18 17 16 15 14 13 12 3x4= 3x4 I i 13-4-8 13-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 12 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:60 lb FT=0%F,0%E LUMBER- BRACING-' TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 13-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. M V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with Mllek®connectors.this design Is based only upon parameters shown,and Is for an kndivdual building component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design kilo the overall building design. Bracing indicated Is to prevent buckling of individual t uss web and/or chord members only.Addfllonal temporary and permanent bracing MiTek" r5 always rewired for stability and to prevent eclipse`bath posy'.ale persona Miry and properly damage. for Genera.ould ?ce reaarsg the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPI1 Gully Works,DSB-89 and SCSI Building Component 6904 Parke East blvd. Safety Intormalfon available from Bliss Plate Institute,218 N.Lee Sheet,Stile 312.AlexandrIa,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty, Ply L 28 PARADISE RESERVE T12166874 17-080455 F02 Floor Supported Gable 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:28 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-87PT1sP9NSAU5VsQxkYG_UpE9mnYzhknrAaSsTyXQXr F--1 VI Scale=1:11.3 1 2 3 4 5 6 13 I I 1 — — —' — 14 0 / :'.iii❖:i•:::is❖:❖:❖:•i:❖:❖:•i•i iii•:':::•:•:::::•:•:•:::❖::•::•..❖ i:❖:•i:❖i•::i?::•:•.•: ❖::::❖:Ji i:•Ji:•:::•:.:•.•: • Job Truss Truss Type Qty. Ply L 28 PARADISE RESERVE T12166875 17-080455 F03 Floor 8 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:29 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-cJzsECQo8mILjfRcVR3VXhMFkAyii0ow4gJ0OvyXQXq 0-1-8 H I 13-0 I 18-0 I Scale=1:33.3 1.5x3 II 1.5x3= 4x5= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 r ,z-\ / x /- x / N / X / \_/—\."– .7 m e i� 21 20 19 18 17 16 15 14 13 t 3x6= 4x5= 3x10 MT2OHS FP= 1.5x3 II 1.5x3 I I 4x5= 3x6= 2-9-0I 5-3-0 7-9-0 I 12-2-0 I 14-8-0 17-2-0 19-11-0 2-9-0 2-6-0 2-6-0 4-5-0 2.6-0 2.6 2-9-0 Plate Offsets(X,Y)-- (5:0-1-8,Edge),(6:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.33 16-17 >711 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.52 16-17 >454 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:103 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, BOT CHORD 2x4 SP No.1(flat)`Except` except end verticals. 12-19:2x4 SP 2400F 2.0E or 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1075/0-5-0,12=1082/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2008/0,3-4=-3365/0,4-5=-4138/0,5-6=-4383/0,6-7=-4138/0,7-9=-3364/0, 9-10=-2008/0 BOT CHORD 21-22=0/1169,20-21=0/2817,18-20=0/3886,17-18=0/4383,16-17=0/4383,15-16=0/4383, 14-15=0/3886,13-14=0/2817,12-13=0/1170 WEBS 10-12=-1557/0,2-22=-1554/0,10-13=0/1166,2-21=0/1166,9-13=-1126/0,3-21=-1126/0, 9-14=0/761,3-20=01761,7-14=-726/0,4-20=-725/0,7-15=0/475,4-18=0/475, 6-15=-612/83,5-18=-612/82 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. la Design valid for use only with Mliek5 connectors.this design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always regised for stabttl!y and to prevent collapse-with posst4e perste il*Ev and property darn e.for genera s.r V:.l•stce•_,aurdira the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Crttrrria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Il Job , Truss Truss Type Qty, Ply L 28 PARADISE RESERVE T12166876 17-080455 F05 Floor 6 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:29 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJ L6VyXSGO-cJzsECQo8ml LjfRCV R3VXhMGdAwDi03w4(J00vyXQXq 0-1-8 H 1-3-0 I 1128 Scale=1:32.5 1.5x3 II 1.5x3= 4x5= 4x5= 1 2 3 4 5 6 7 8 9 10 • • t c 21 ,..zoo#110'..\ 0000, X igi X doo, N / X Z '\ / \i— ; 1 19 18 17 16 15 14 13 12 w 3x6= 4x5= 1.5x3 II 1.5x3 I I 4x5= 3x6 • I 2-9-0 5-3-0 I 7-9-0 I 11-8-8 14-2-8 l 16-8-8 I 19-5-8 2-9-0 2-6-0 2-6-0 3-11-8 2-6-0 2-6-0 2-9-0 Plate Offsets(X,Y)-- (5:0-1-8,Edge),16:0-1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) (/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 • TC 0.67 Vert(LL) -0.32 15-16 >727 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.50 15-16 >465 240 BCLL 0.0 Rep Stress!nor YES WB 0.54 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 I Matrix-S Weight:102 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1050/0-5-0,11=1056/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1953/0,3-4=-3258/0,4-5=-3979/0,5-6=-4193/0,6-7=-3979/0,7-8=-3258/0, 8-9=-1953/0 BOT CHORD 19-20=0/1141,18-19=0/2737,17-18=0/3755,16-17=0/4193,15-16=0/4193,14-15=0/4193, 13-14=0/3755,12-13=0/2736,11-12=0/1141 WEBS 9-11=-1520/0,2-20=-1516/0,9-12=0/1129,2-19=0/1130,8-12=-1089/0,3-19=-1090/0, 8-13=0/726,3-18=0/725,7-13=-691/0,4-18=-690/0,7-14=0/436,4-17=0/436, 6-14.535/92,5-17=-535/92 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.this design Is based only upon parameters shown,and Is lot an Indlvdual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bu ldIng design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 6 always reqrA4ed for stability and to prevent cclt••,'se ssith possible personal Wry and property damage. lot general guidance re aadklg the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria.DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safely Intormation avcilabte from Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria VA 22314. Tampa,FL 33610 • r Job Truss Truss TypeQty. Ply L 28 PARADISE RESERVE T12166877 17-080455 F06 Floor 3 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:30 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-4VXERYRQu3QCKo0o39ak3wS_aHuRTU4JU3ZWLyXQXp 0-1-8 H I 1-3-0 10-10-8 Scale:3re'=1' 1.5x3 II • 1.5x3= 4x5= 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 • e e s 21 Z \Y- NZ—ir . NZX Z 'N / N. 7 e e '.... 19 18 17 16 15 14 13 12 11 3x6= 4x5= 1.5x3 II 1.5x3 I I 4x5= • 2-9-0 5-3-0I 7-9-0 I 11-4-8 13-10-8 16-4-8 I 19-0-0 2-9-0 2-6-0 2-6-0 3-7-8 2-6-0 2-6-0 2-7-8 Plate Offsets(X,Y) (5:0-1-8,Edge),(6:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -029 16 >772 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.46 15-16 >494 240 BCLL 0.0 Rep Stress lncr YES WB 0.53 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:99 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1028/0-5-0,11=1035/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • TOP CHORD 2-3=-190610,3-4=-3166/0,4-5=-3843/0,5-6=-4031/0,6-7=-3832/0,7-8=-3142/0, 8-9.1867/0 BOT CHORD 19-20=0/1116,18-19=0/2667,17-18=0/3640,16-17=0/4031,15-16=0/4031,14-15=0/4031, 13-14=0/3623,12-13=0/2635,11-12=0/1071 WEBS 9-11=-1456/0,2-20=-1483/0,9-12=0/1108,2-19=0/1099,8-12=-1068/0,3-19=-1058/0, 8-13=0/704,3-18=0/694,7-13=-669/0,4-18=-660/0,7-14=0/410,4-17=0/404, 6-14=-486/90,5-17=-477/99 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ` f A WARNING-Verify drlgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. idt Design valid for use only with Mitek®connectors.'Ns design Is based only upon r:.:rlameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndNidu l truss web and/or chord members only.Addlbnal temporary and permanent bracing MiTek' is., ass required w sf g.,etty and to prevent coliopse with p^ssfi!e persona Inlay ard properly&silae.For genera auldo_-regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Qua/M Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Teas Plate hstltute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty, Ply L 28 PARADISE RESERVE 1 T12166878 17-080455 F07 FLOOR 10 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:31 2017 Page 1 ID:GbVmMgJ LZMcPDSyx4zJL6VyXSGO-Yi5cfuS2fNY2yyb_cs5zc6RZOzhCArwDY8o7ToyXQXo 1-3-0 0-8-0 04-0 Scale=1:15.7 3x6 11 4x5 I I 3x6 II 3x6 II 5x6 11 5x6= 8x12= 1 2 3 4 5 6 7 8 N.NNN • • .7 Q • 13 12 11 4.5= 9 4x5 8x8= 3x4 4x12= 6-6-0 6-5-0 &�6.4-8 6-2-0 pL1-81 g 8 08-12 0-N1 2 0-9 88 10-4-8 0 6-2-0 0-1-0 0-0-8 0-1-0 Plate Offsets(X,Y)-- [2:0-3-0,Edge],[4:0-3-0,Edge],[5:0-3-0,Edge],[6:0-3-0,Edge],[8:0-3-8,Edge],[9:0-3-8,Edge],[11:0-1-8,Edge],112:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.85 Vert(LL) 0.04 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(TL) 0.05 10-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) -0.02 10 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:65 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8-6-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat)'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9:2x4 SP No.2(flat) REACTIONS. (lb/size) 13=-398/Mechanical,10=3411/0-5-8 • Max Uplift 13=-647(LC 4) Max Gray 13=141(LC 3),10=3411(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-2150/0,2-3=0/1809,3-4=0/1809,4-5-0/1809,5-6=0/3906,6-7=0/3906 BOT CHORD 12-13=-726/95,11-12=-1809/0,10-11=-2975/0,9-10=-1097/0 WEBS 2-13=-127/963,2-12=-1439/0,3-12=0/872,5-10=-1477/0,5-11=0/1688,4-11=-993/0, 6-10=-357/0,7-10=-3540/0,7-9=0/2417 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 647 lb uplift at Joint 13. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:9-13=-10,1-8=-100 Concentrated Loads(Ib) Vert:8=-2099 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stablitty and to prevent collapse vAth possible personal inlay and properly damage. Tor genet.al guidance reaardirrg the fabrication,storage,delivery,erection and bracing of trusses and truss systems.SeeANSUTPI I Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely IMormallon available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 • Job Truss Truss Type • Qty, Ply L 28 PARADISE RESERVE T12166879 17-080455 F08 Floor Supported Gable 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:31 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-Yi5cfuS2fNY2yyb_cs5zc6RIOzpCA2TDY8o7ToyXQXo 0118 Scale=1:15.7 1 2 3 4 5I 6 7 8 16 15 14 13 12 11 10 9 3x4= • 8-6-0I I 8-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) rVa - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 9 rVa n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:39 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(fiat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-6-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)16,9,15,14,13,12,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- - 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MiTek®connectors.Mils design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated B to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always reouked Tot stability and to.prevent collapse with posstle personal irrfery and properly damage. for def t+1:1u lda3r_e regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI t Quality Criteria,DSB-89 and BCSI Bolding Component 6904 Parke East Blvd. Satery Information avdlabie from Truss Rate Institute,218 N.Lee Street SUte 312 Alexandria VA 22314. Tampa,FL 33610 Job r Truss •Truss TypeQty Ply L 28 PARADISE RESERVE 112166880 17-080455 F09 Floor Supported Gable 1 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:32 2017 Page 1 . I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-Ouf_sDSgQhgva6ABAZcC9K_w7N8TVVjMmoYg?EyXQXn 01.1 1—Scale=1:11.2 1 2 3 4 5 6 • _ — — 13 • v . •• •. . • -•iii i••i i•;':i':'i:iiiiiiiiiii :'ii'i:ii:'iii::'ilii 'i Viii .i'::'ii:iiiiiii: 'ii:'titin: ': •::ii':O'.i000': i••'ii••'i••'ii••'i••'i••'• Job Truss Truss Type Qty. Ply L 28 PARADISE RESERVE T12166881 17-080455 F10 Floor 4 1 Job Reference(optional) • BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:32 2017 Page 1 I D:GbV mMgJLZMc P DSyx4zJ L6VyXSGO-Ouf_sDSgQhgva6ABAZZcC9K_wXN7LvV W MmoYg?EyXQXn 1-0-8 X41 I 0-8-0 I I 1-3-0 I ?-1-1 1 1.5x3 II 2 3 3x4= 4 1.5x3 II Scale=1:9.4 Ill II II ME IU1_IIi w wScal•AIM III u 1.5x3 II 1.5x3 II 8 7 6 5" 3x4= 3x6- I 3-7-0 I 3-7-0 Plate Offsets(X,Y)-- [2:0-1-8,Edge),[3:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.00 6 >999 240 BCLL 0.0 Rep Stress!nor YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:23 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • REACTIONS. (lb/size) 5=181/0-3-0,8=187/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- ' 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. • Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. • mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for..n r Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary aril permanent bracing MiTek. Is ahx!vs required dor stability and toprevent collapse with posst4e personal Wry and property durnage.for general gidaece reg<sding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI t Qualty Criteria,DSB-69 and BCSI Bulking Component 6904 Parke East blvd. Safely Information available from Truss Plate instIt ute,218 N.Lee Street,Salle 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty, Ply L 28 PARADISE RESERVE T12166882 17-080455 F12 Floor 3 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:33 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-U4DM4ZTIB_omBGINkH8RhXX5LnTaeyg Wp?SH DXgyXQXm I 1-0-8 I 0-8-0 7-3-0 I I 0-10-8 I I 1-3-0 1 Scale=1:13.6 1.5x3 I I 3x4= 3x4= 1.5x3 II 1 2 3 3x4= 4 3x4 I I 5 6 3x4= 7 / T • • 7- 15 • 1.5x3= o q 14 13 12 1 10 9 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 3x4= 3x6= 3x6= 3-5-12 I 2-3-12 I 3-4-0 3-57-3-0 I 2-3-12 1-0-4 0-1-83-9-4 0-0-4 Plate Offsets(X,Y)-- f2:0-1-8,Edge),(3:0-1-8,Edge),(5:0-1-8,Edge),(6:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.01 9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:45 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=193/0-3-8,11=393/0-3-8,14=184/Mechanical Max Gray 8=204(LC 7),11=401(LC 9),14=196(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 511-7473 rev.10/03/2015 BEFORE USE. it Design valid for use only with Mllek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITE** ei• Is always required for stability and to prevent collapse with pont-4e personal Injury and property damage. for general auldarr_e e_aardina the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informal on available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tampa,FL 33610 It Job Truss Truss Type Oty, Ply L 28 PARADISE RESERVE T12166883 17-080455 F13 Floor Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:34 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-zHnlHvUwylwdpQKZI_fgE13BmBhPNKhfE61 n46yXOX1 0-10-12I I 0-8-0 I I 1-3-0 I I 1-0-4 I I 1-3-0 I -1 Scale=1:13.3 1.5x3 I I 3x4= THA422 3x4= THA422 1.5x3 I I 1 2THA422 3 3x4= 4 3x4 I I 5 6 3x4= 7 /. ' � 15 • 1.5x3= • \ • 1 14 13 12 1 10 9 1.5x3 I I 1.5x3 I I 1.5x3 I I 1.5x3 II 3x4= 3x6= 3x6= 3-4-0 I 2-2-0 I 3-2-4 3J-3-1Y 7-1-4 _ _—I 2-2-0 1-0-4 dd-1- 3-9-4 0-0-4 Plate Offsets(X,V)-- (2:0-1-8,Edge),f3:0-1-8,Edge],15:0-1-8,Edgel,f6:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.02 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.03 8-9 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.32 Horz(TL) 0.01 8 n/a Na BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:44 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No-2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=989/0-3-8,11=1499/0-3-8,14=1071/0-1-8 Max Gray 8=1000(LC 4),11=1511(LC 9),14=1082(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-868/0,3-4=-699/0,4-5=-705/0,5-6=-1041/0 BOT CHORD 13-14=0/868,12-13=0/868,11-12=0/868,10-11=0/1041,9-10=0/1041,8-9=0/1041 WEBS 4-11=-1006/0,2-14=-1346/0,3-11=-262/0,6-8=-1354/0,5-11=-518/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Use Simpson Strong-Tie THA422(Single Chord Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-3-0 from the left end to 5-3-0 to connect truss(es)to back face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-14=-10,1-7=-100 Concentrated Loads(Ib) Vert:4=-935(B)2=-935(B)6=-935(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a Muss system.Before use,the building designer must verify the appllcablIty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stab-Iffy and to prevent.collapse.with posst4e personal 4eltxy and property dor.nage. Tor general gtddar•e regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,see-ANSI/1911 Quality Cr feria,05849 and SCSI Bulking Component 6904 Parke East blvd. Safely Informalton available from Truss Plate Institute.218 N.Lee Street,Salle 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty, Ply L 28 PARADISE RESERVE T12166884 17-080455 F14 Floor 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:34 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-zHnl HvUwylwdpQKZI_fgE1379BcINHCfE61 n46yXQXl 0-1-8 H I 1-3-0 I 1-4-0 Scale=1:33.0 1.5x3 I 1.5x3= 4x5= 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 321 / \ / X / NZINX \- / \ ./f/'''N e . 19 18 17 16 15 14 13 12 3x6= 4x5= 1.5x3 II 1.5x3 I I 4x5= 2-9-0I 5-3-0 I 7-9-0 11-10-0 I 14-4-0 I 16-10-0 I 19-5-8 2-9-0 2-6-0 2-6-0 4-1-0 2-6-0 2-6-0 2-7-8 Plate Offsets(X,Y)-- [5:0-1-8,Edge],[6:0-1-8,Edge] i LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL in (loc) . I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.32 15-16 >721 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.50 15-16 >461 240 BCLL 0.0 Rep Stress!nor YES WB 0.54 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:100 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:16-17,15-16. REACTIONS. (lb/size) 20=1054/0-5-0,11=1060/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1961/0,3-4=-3273/0,4-5=-4001/0,5-6=-4217/0,6-7=-3990/0,7-8=-3247/0, 8-9=-1921/0 BOT CHORD 19-20=0/1145,18-19=0/2747,17-18=0/3773,16-17=0/4217,15-16=0/4217,14-15=0/4217, 13-14=0/3754,12-13=0/2715,11-12=0/1098 WEBS 9-11.1493/0,2-20=-1521/0,9-12=0/1144,2-19=0/1135,8-12=-1104/0,3-19=-1094/0, 8-13=0/740,3-18=0/730,7-13=-705/0,4-18=-696/0,7-14=0/450,4-17=0/443, 6-14=-559/83,5-17=-549/93 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 1 I NT A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekS connectors.1Ns design is based only upon parameters shown,and Is for an individual building component.not a buss system.Before use,the bullring designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always r_gtred for stability and to prevent colapse with poetic p=�rs:,rs =r1_-,'and property damage. for general guidance r_orm o the lcbrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Cudily Criteria,DSS-S9 and BCSI Building Comporwnt 6904 Farke East lsrvd SWty Information available from Truss Rale institute.218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty. Ply L 28 PARADISE RESERVE T12166885 17-080465 G01 Hip Girder 1 1 . Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:36 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-vfuVibW BUvAL2jTyPPh8J99VT_JGrDpyhOW u8?yXQXj 4-0-0 8-8-11 13-5-5 18-2-0 22-2-0 1 4-0-0 4-8-11 4-8-11 4-8-11 4-0-0 Scale=1:36.8 4.00 FIT 4a5 NAILED NAILED Special NAILED NAILED 3x4= NAILED NAILED 3x4= NAILED 4x5— 2 rRI3 14 3 X1516 1718ci 4 19 2C I 5 nn n II II I IIiiiii .......1 1%-..1 1 1 1 1 1 1 1 1 1 1 1 14 i i wow 0.....,.... —.41.4 1 1 1 1 1 1 1 1 1 1 1 i i :: 6 n HIllibN '- ,X nn 11 nn nn r� ,n nn I 0 3x4= ►/ ►t o limo lir9i 3x4= 124 21 11 • 10 22 9 23 24 8 25 7 Special 3x4= 3x10 MT2OHS= NAILED 3x4=NAILED NAILED 3x4= Special 2x4-Z.- NAILED NAILED NAILED NAILED NAILED 1-4-0I 6-3-14 I 11-1-0 15-10-2 20-10-0 1 22-2-0 1-4-0 4-11-14 4-9-2 4-9-2 4-11-14 1-4-0 Plate Offsets(X,Y)-- 12:0-2-8,0-1-121,[5:0-2-8,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.25 9 >965 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.40 8-9 >588 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.41 Horz(TL) 0.08 7 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:99 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-1-8 max.):2-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. REACTIONS. (lb/size) 12=873/0-5-8,7=904/0-5-8 Max Horz 12=-20(LC 30) Max Uplift 12=-500(LC 4),7=-526(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-329/263,2-3=-2233/1217,3-4=-3068/1574,4-5=-2270/1250,5-6=-313/250 BOT CHORD 1-12=-217/334,11-12=-819/1490,9-11=-1595/2967,8-9=-1592/2987,7-8=-865/1550, 6-7=-209/308 WEBS 2-12=-1690/901,2-11=-416/890,3-11=-860/481,4-8=-831/450,5-8=-389/854, 5-7=-1747/962 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 500 lb uplift at joint 12 and 526 lb uplift at joint 7. 8)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)127 lb down and 191 lb up at 18-2-0 on top chord,and 122 lb down and 172 lb up at 4-0-0,and 24 lb down at 17-11-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-5=-54,5-6=-54,1-6=-10 Continued on Daae 2 V WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with MIIel4E connectors.Ills design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the bullring designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ;� !wilding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' k' is always rewired for stability and to prevent collapse with posstt4e Personal Erpay and properly damage,for general guVd ace reg- ding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quilty CrBerta,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Insttlule,218 N.Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty, Ply L 28 PARADISE RESERVE T12166885 17-080455 Gal Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:36 2017 Page 2 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-vfuVibW BUvAL2jTyPPh8J99VT_JGrDpyhQW u8?yXQXj LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-40(F)5=-82(F)10=-15(F)11=-15(F)8=-15(F)13=-40(F)14=-40(F)16=-40(F)17=-40(F)19=-40(F)20=-40(F)21=46(F)22=15(F)23=15(F)24=-15(F) 25=46(F) • • � 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. 111 Design valid for use only with MiTek®connectors.this design is bxased only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• rs always reditred to stablBty and to prevent collapse with pos .ie personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Cdtirla,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safely Information available from Teas Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tana,FL 33610 Job Truss Truss Type . Qty. Ply L 28 PARADISE RESERVE • T12166886 17-080455 J02 Corner Jack 10 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:36 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-vfuVibW BUvAL2jTyPPh8J99dW_SRrJCyhQWuB?yXQXj 2-0-0 - 1 2-0-0 scale=1:7.8 4.00 12 2 2x4= p 33 4 1-9-8 2-0-0 1-9-8 0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.00 4 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 • Horz(TL) 0.01 2 rVa n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:6 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=41/Mechanical,3=-212/Mechanical,4=297/0-5-8 Max Horz 4=28(LC 10) Max Uplift 2=29(LC 10),3=-212(LC 1),4=226(LC 10) Max Gray 2=41(LC 1),3=158(LC 10),4=297(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 2,212 lb uplift at joint 3 and 226 lb uplift at joint 4. t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an Individual bolding component.not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent heckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is al'oys aeq.tked for stabttty and to prevent col/apse with possfi!e personal Injury and property damage.fo.r avowal guidance regarding the fabrication storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Mina Component 6904 Parke Last blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply L 28 PARADISE RESERVE T12166887 17-080455 JO2A Corner Jack 10 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:37 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-NsStvxW pFDICgt28z7CNsNhnlOs3amS6w4FRgRyXQXi 2-0-0 2-0-0 Scale=1:9.6 2 '6.00 riT • 2x4= riAg 3 • 5x8 I I 1-7-8 2-0-0 1-7-8 0-4-8 Plate Offsets(X,Y)-- 11:0-1-4,Edge),11:0-1-4,1-1-111 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:10 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x8 SP 2400F 2.0E or SS REACTIONS. (lb/size) 2=50/Mechanical,3=13/Mechanical,13/0-3-8 Max Horz 1=42(LC 10) Max Uplift 2=-41(LC 10),3—24(LC 10),1_43(LC 10) Max Gray 2=50(LC 1),3=28(LC 3),1=63(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 2,24 lb uplift at joint 3 and 43 lb uplift at joint 1. _ A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. Design valid for use only with MIlekt connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall bolding design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporay aid permanent bracing M iTe k• Is ays re dzed for st Minty and to prevent cottaese with posstt4e personal ktksv and property darrr:rge. f_r general guidance regaalne the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East tbNd. Safety Information avaltable from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria VA 22314. Tampa,FL 33610 •Job Truss Truss Type Qty Ply L 28 PARADISE RESERVE T12166888 17-080455 J04 Corner Jack 12 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:37 2017 Page 1 iD:GbVmMgJLZMcPDSyx4zJL6VyXSGO-NsStvxWpFDICgt28z7CNsNhkCOrAamS6w4FRgRyXQXi 4-0-0 4-0-0 Scale=1:11.1 2 4.00 TIF 1 2x4= 3 3x8 II 1-4-0 I1-6-121 4-0-0 1-4-0 0.2-12 2-5-4 Plate Offsets(X,Y)-- 11:0 2-14,x0 101,11:0-0-12,1-7-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 ' Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.02 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:16 lb FT=0% LUMBER- BRACING • - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x6 SP No.2 REACTIONS. (lb/size) 2=94/Mechanical,3=25/Mechanical,1=119/0-5-8 Max Horz 1=55(LC 10) Max Uplift 2=-64(LC 10),1=-39(LC 10) Max Gray 2=94(LC 1),3=54(LC 3),1=119(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=off;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at Joint 2 and 39 lb uplift at joint 1. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitebe 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 properly incorporate this design Into the overall binding design. Bracing Indicated is to prevent buckling of individual luras web and/or chord members only.Additional temporary and permanent bracing MiiTekC if always required W stability and to prevent collapse:�p•sst e personal iklary and property dant ge. for general guidance res�tna the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Criteria,D58-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Teas Plate institute.218 N.Lee Street Suite 312,Nexandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty, Ply L 28 PARADISE RESERVE 112166889 17-080455 JO4A Corner Jack 10 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:38 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-r20F7HXROXQ311 dLXgjcOaEwuoAIJCiF9k?_DuyXQXh 4-0-0 4-0-0 Scale=1:14.6 2 6.00 _.81111111, 2x4= ,, 3 5x8 II 1-4-0 1152 4-0.0 1-4-0 011-12 2-6-4 Plate Offsets(X,Y)— (1:0-1-4,Edgel,Fl:0-1-40-1-111 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.02 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:171b FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x8 SP 2400F 2.0E or SS REACTIONS. (lb/size) 2=96/Mechanical,3=25/Mechanical,1=121/0-3-8 Max Horz 1=82(LC 10) Max Uplift 2=-76(LC 10),1=29(LC 10) Max Gray 2=96(LC 1),3=55(LC 3),1=121(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 2 and 29 lb uplift at joint 1. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1t-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekS connectors.this design k based only upon parameters shown,and Is for an individual building component,notMit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ;� building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTele Is(±:ays required fa statAtry and to prevent collapse with possible.personA Pr lay and properti damage. for general aridaar e regarding the fabrication,storage,delivery,erection and bracing of Muses and buss systems.seeANSI/WPt1 Quality Criteria,DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty, Ply L 28 PARADISE RESERVE 112166890 17-080455 JO4B Jack-Closed Girder 1 2 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:38 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-r20F7HXR0XQ311 dLXgjcOaErNo15JC1F9k?_DuyXQXh 4-4-12 pp8-11 4-4-12 0-3.1 Scale=1:18.9 2 3 4 6.00 12 I• n 11 .EM' 111=1.11 6 7 4 HUS26 HUS26 5 3x4 11 4x12 II NAILED 2-4-4 4-8-8 2-4-4 2-4-4 Plate Offsets(X,Y)-- 12:0-2-8,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.08 4-5 >624 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:46 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals,and 2-0-0 oc puffin:2-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=1134/0-3-8,4=1242/Mechanical Max Horz 5=110(LC 8) Max Uplift 5=-288(LC 8),4=-482(LC 8) Max Gray 5=1249(LC 2),4=1308(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)2-ply truss to be connected together as follows: Top chords connected with 10d(0.131"x3")nails as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected with 10d(0.131"x3")nails as follows:2x6-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 288 lb uplift at joint 5 and 482 lb uplift at joint 4. 10)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 11)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-2-12 from the left end to 3-2-12 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-5=-10 Continued on Dane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeka connectors.This design Is based only upon parameters shown,and is for an individual building component.not a tn>ss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall binning design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ft always.required for sttotatty and to prevent collapse with passible personal r,rr and property damage..ror general gulcJarr e rega•dirta the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANS1/11:I1 Gully Catena,DSS-89 and SCSI Building Component 6904 Parke East blvd. Safely IMomsallon available horn Truss Plate Institute,218 N.Lee Street Stile 312,Alexandria,VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty, Ply L 28 PARADISE RESERVE T12166890 17-080455 JO4B Jack-Closed Girder 1 1 2 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:38 2017 Page 2 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-r20F7HXR0XQ311 dLXgicOaErNo15JCiF9k7_DuyXQXh LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-214(F)6=-940(B)7=-940(B) 1 / a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1• Design valid for use only with MiTek/5 connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M Fret( Is art•:ays required to stability and to prevent ccttapse with posse le personal ip4sy and property damage.. Tor general auldalce re rdIng the fabrication,storage,delivery,erection and bracing of Busses and truss systems.seeANSU1Pll Qualify Criteria.DSB-69 and SCSI Bullring Component 6904 Vaike East CNd- i Safety Information auditable from Truss Plate institute,218 N.Lee Street Suite 312 Alexandria VA 22314. 1 Tampa.FL 33610 I Job Truss Truss Type r Qty, Ply L 28 PARADISE RESERVE T12166891 17-080455 JO4C Corner Jack 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:39 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-JEaeKdY3ngYwvBCX4YFrxon4W CT42fyONOkYIKyXOX9 I 4-0-0 I 4-0-0 Scale=1:11.1 2 3 2x4 II m 4.00 12 , 17, mail . v y r; N 1 u • ' .1., 1 � . ...• 2x4= „ 42x4 II Alikl 3x8 11 1-4-0 I1-6-12k 3-9-8 14-0-01 1-4-0 $0-2-1 2-2-12 0-2-8 Plate Offsets(X,Y)-- 11:0-2-14,0-0-10),11:0-0-12,1-7-4) LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 1-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.01 1-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-4:2x4 SP No.3 WEDGE Left:2x6 SP No.2 REACTIONS. (lb/size) 3=116/Mechanical,3=116/Mechanical,1=119/0-5-8 Max Horz 1=55(LC 10) Max Uplift 3=-61(LC 10),1=39(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical lett exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DQL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and•any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 3 and 39 lb uplift at joint 1. _ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a irurss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall buldIng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always req aired fail stabNity and to prevent collapse with possible.personal Injury(Ind property damage.. Tor general guidance reardina the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSl/1PI I Qua/ly Criteria,DSB-89 mg SCSI Building Component 6904 Parke East Blvd. Safety Intormallon available from Truss Plate institute.218 N.Lee Street Suite 312.Nexandrla.VA 22314. Tampa,FL 33610 • Job Truss Truss Type • Qty, Ply L 28 PARADISE RESERVE 112166892 17-080455 J05 Monopitch 8 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:39 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-JEaeKdY3ngYwvBCX4YFrxon2bCUA2efONOkYIKyXQXg 5-4-0 I 5-40 4x5% Scale=1:14.4 2 3 4.00 12 ' ,, d itil/ 2x4= s ,, 5 2x4 2x4 14 1-4-0 1-6 12 5-4-0 1-4-0 2-1 3-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.01 5-6 >999 180 BCLL 0.0 - Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:25 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=120/Mechanical,6=209/0-5-8 Max Horz 6=73(LC 10) Max Uplift 5=-65(LC 10),6=-108(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-273/182 BOT CHORD 1-6=-130/317 WEBS 2-6=-203/279 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever lett and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)-This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 65 lb uplift at joint 5 and 108 lb uplift at joint 6. � 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the bullring designer must verify the applicability of design parameters and properly incorporate this design Into the overall bultdhg design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with posstte personal injury and property damage. lot general riddance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avatlable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 It Job Truss Truss Type r Qty. Ply L 28 PARADISE RESERVE T12166893 17-080455 J06 Jack-Open 6 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:40 2017 Page 1 I D:GbVmMgJ LZMcPDSyx4zJ L6VyXSGO-nR80YzZhYBhnXLnjeFm4T?JFdcsf n5aYc2U5HmyXQXf 6-0-0 � 6-0-0 Scale=1:14.3 3 1 4.00 12 [l • N r7 n ' N 2 • 1 , 4 2x4- 4 *'--3x6I 5 1-4-0 1--6-1? 6-0-0 1-4-0 2-1 4-5-4 Plate Offsets(X,Y)— 15:0-3-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.03 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 3 n/a rVa BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:19 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 • REACTIONS. (lb/size) 3=100/Mechanical,4=23/Mechanical,5=258/0-5-8 Max Horz 5=82(LC 10) Max Uplift.3=-69(LC 10),5=-141(LC 10) Max Gray 3=100(LC 1),4=56(LC 3),5=258(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-236/349 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 3 and 141 lb uplift at joint 5. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Muck®connectors.This design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bolding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k. Is always required for stab-Iffy a?d faprevent ccit .=_with po'ss:=e p ops.74rry and properly damage. for general guidance r_radrsg the fabrication,storage,delivery,erection aid bracing of trusses and ins systems.seeANSI/IPI I Quality Cmnia.DS8-89 and SCSI Building Comlpanent 6804 Parke bast blvd. Safety Intormallon available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qt t Ply L 28 PARADISE RESERVE T12166894 17-080455 JO6A Jack-Open 21 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 • 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:41 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJ L6VyXSGO-FdiOIIZJJSpe9VMVCyHJODsOq?ApW Ymhri DepCyXQXe 6-0-0 6-0-0 Scale=1:20.5 3 , 6.00 FIF ca 2x4 II 2 1 IN 2x4= lug 11 5 4 2x4 II l 1-4-0 1§-j2 6-0-0 1-4-0 0-1-12 2 4-6-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.03 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) -0.03 3 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:20 lb FT=0% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=102/Mechanical,4=24/Mechanical,5=253/0-3-8 Max Horz 5=123(LC 10) Max Uplift 3=-87(LC 10),5=-i13(LC 10) Max Gray 3=105(LC 15),4=58(LC 3),5=253(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-265/100 WEBS 2-5=-238/362 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 113 lb uplift at joint 5. • • Ai WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/201S BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and is for an Individual building component not a truss system.Before use.the bul 5 g designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. IAacing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is d ays required for stablitty and to prevent collapse with posst4e personal inks v and property daiTiOgle.. for gerwd_auk ry a rc_radir2m the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeAN5l/WPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 311 Alexandria.VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Qty. Ply L 28 PARADISE RESERVE T12166895 17-080455 JO6B Jack-Open 4 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:41 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-FdiOIIZJJSpe9VMVCyHJODsNV?AN W ZThriDepCyXQXe 3-9-8 6-0-0II I 3-9-8 • 2-2-8 Scale=1:14.3 3 , 4.00 I12 in u n I • N 4x8 I= 4 o o 3x4= 6 52x4 II 2x4 1-4-0 1-.6-12 3-9-8 6-0-0 1-4-0 2-1 2-2-12 2-2-8 Plate Offsets(X,Y)-- [2:0-2-12,0-3-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.10 2 >554 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.12 2 >475 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.07 4 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:25 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-5:2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 3=101/Mechanical,4=42/Mechanical,6=237/0-5-8 Max Hori 6=82(LC 10) Max Uplift 3=-61(LC 10),4=-12(LC 10),6=-119(LC 10) Max Gray 3=101(LC 1),4=51(LC 3),6=237(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-300/198 BOT CHORD 1-6=-183/352 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left ' exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 3,12 lb uplift at joint 4 and 119 lb uplift at joint 6. A WARNNVG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Brachg indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* ft:-..1%,/,...„,req bred for statitty ed to prevent collapse with poss?,_e personal Wry and properly d•3r use. for aenerat as21d ce recsor ing the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seel.NSt/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East sited. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . 01% Ply L 28 PARADISE RESERVE T12166896 17-080455 JC05 Diagonal Hip Girder 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:42 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-kpGmzeay4lxVmex6mgoYZQOYgPNNFOhr3MzCM fyXQXd 3-2-2 5-6-6 3-2-2 I 2-4-4 Scale=1:10.8 2 2.83 12 NAILED NAILED 5 o • r• c 3x4= 6 3 NAILED NAILED 4 1-10-4 2-2-2 5-6-6 1-10-4 0-3-14 3.44 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.07 3-4 >567 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) 0.09 3-4 >459 180 BCLL 0.0 " Rep Stress Incr NO WB 0.00 Horz(TL) -0.08 2 n/a ria BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=118/Mechanical,3=-99/Mechanical,4=154/0-7-12 Max Horz 4=62(LC 4) Max Uplift 2=93(LC 4),3=-158(LC 17),4=-342(LC 4) Max Gray 2=118(LC 1),3=131(LC 20),4=394(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 lb uplift at joint 2,158 lb uplift at joint 3 and 342 lb uplift at joint 4. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,1-3=-10 Concentrated Loads(Ib) Vert:6=176(F=88,B=88) IMMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and Is for an Individuk il t xtilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorpor,rto this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MWTek Is always required for stability and to prevent collapse vitlh possible personal k>lnry and property damage. T•or General guidance reoaran_the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate krslttute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qt1► Ply L 28 PARADISE RESERVE 712166897 17-080455 JC07 Diagonal Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:42 2017 Page 1 I D:GbVmMgJ LZMcPDSyx4zJL6VyXSGO-kpGmzeay4lxVmex6mgoYZQOaIPUGF?J r3MzCMfyXQXd 4-2-7 7-11-12 4-2-7 3-9-5 Scale=1:18.3 3 , NAILED ,I NAILED 4.24 FITI 4x5 NAILED 2 NAILED T '' • 11 11 2x4= 6 9 5 4 NAILED NAILED 3x4= NAILED NAILED 2x4 i 1-10-42r0-1 4-10-8 741-12 1-10-4 0-2-8 2-9-12 3-1-4 Plate Offsets(XX)-- l[2:0-2-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.11 5-6 >682 180 BOLL 0.0 * Rep Stress!nor NO WB 0.09 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:34 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=97/Mechanical,4=124/Mechanical,6=353/0-4-15 Max Horz 6=117(LC 8) Max Uplift 3=-78(LC 8),4=-63(LC 5),6=-227(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-253/221,26=-405/280 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 3,63 lb uplift at joint 4 and 227 lb uplift at joint 6. 6)'NAILED"indicates 3-10d(0.1485(31 or 2-12d(0.1485(3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,1-4=-10 Concentrated Loads(lb) Vert:8=-39(F=-20,B=-20)9=6(F=-3,B=-3)10=-23(F=-11,B=-11) MOM AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. wilt Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" isc4w_rys re<.;+t V 1 far steb!!!y and to prevent colic ee with fiossbie person.kdunf and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of mases and truss systems.seeANSI/1P11 Guilty Criteria.DSB-e9 and SCSI Baking Component 6904 Parke East 1divc1. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 rx • Job Truss Truss Type Qt% Ply L 28 PARADISE RESERVE T12166898 17-080455 JC07A Roof Special Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:43 2017 Page 1 ID:GbVmMgJLZMcPDSyx4zJL6VyXSGO-C?p8A_bag33LOoW IJNJn5exjSpkw_Qg_I0ilu5yXQXc 4-5-11 I 7.5-0 4-5-11 2-11-5 Scale=1:14.3 2x4 I NAILED 3 4 NAILED 2.83 FF 91111 4.5 NAILED 2 L j NAILED 8 110111111111 3x4= 7 10 11 6 NAILED NAILED 3x4= NAILED NAILED 2x4; 5 1-10-4 2-2-2 7-5-0 1-10-4 i0-3-14i 5-2-14 Plate Offsets(X,Y)— 12:0-1-8,0-2-01,(6:0-1-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.09 6-7 >715 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) 0.10 6-7 >645 180 BCLL 0.0 * Rep Stress Incr NO WB 0.21 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:34 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=168/Mechanical,7=176/0-7-12 Max Horz 7=83(LC 20) Max Uplift 6=-145(LC 4),7=-331(LC 4) • Max Gray 6=216(LC 28),7=408(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-664/824 BOT CHORD 1-7=-772/661,6-7=-249/304 WEBS 2-6=-269/243,2-7=-961/596 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 145 lb uplift at joint 6 and 331 lb uplift at joint 7. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-54,3-4=-14,1-5=-10 Concentrated Loads(lb) Vert:9=-36(F=-18,B=-18)10=176(F=88,B=88)11=-21(F=-10,B=-10) pi Ili a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mliek•a connectors.This design E based only upon parameters shown.and is for an Individual[wilding component,not a truss system.Before use.the building designer must verity the appiicablity of design parameters and properly Incorporate the design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k' is always regired for stat4ity and to prevent colla se with possible personal Injury and property damage. Tor general auldaan e regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke Last Blvd. Safety information avalable from Truss Plate Institute.218 N.Lee Street.Sutte 312,Alexandria,VA 22314. Tampa,FL 33610 i I Job Truss Truss Type Qty4 Ply L 28 PARADISE RESERVE 112166899 17-080455 JC08 Diagonal Hip Girder 4 1 • Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:44 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJ L6VyXSGO-gC NXOKcCbNBC0y4Ut5g0erUwxD8cjvp7XgSJQXyXQXb 4-2-7 8-4-5 4-2-7 i 4-1-14 Scale=1:18.9 3 NAILED 4.24 12 NAILED 8 4xs NAILED 2 NAILED 7 2x4= 6 9 s 4 NAILED NAILED 3x4= NAILED NAILED 2x4 i 1-10-4 2rr0 8-4-5 1-10-4 0-2- 6-3-10 Plate Offsets(X,Y)-- (2:0-2-0,0-2-0) LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.08 5-6 >999 240 tv1T2O 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.15 5-6 >526 180 1 BCLL 0.0 * Rep Stress Incr NO WB 0.09 Horz(TL) 0.01 3 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:36 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=107/Mechanical,4=125/Mechanical,6=367/0-4-15 Max Horz 6=122(LC 8) Max Uplift 3=-83(LC 8),4=-61(LC 5),6=-234(LC 8) Max Gram 3=107(LC 1),4=125(LC 3),6=367(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 5-6=-221/253 WEBS 2-5=-273/239,2-6=-393/273 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 83 lb uplift at joint 3,61 lb uplift at joint 4 and 234 lb uplift at joint 6. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,1-4=-10 Concentrated Loads(Ib) Vert:8=-39(F=-20,B=-20)9=-6(F=-3,B=-3)10=-23(F=-11,B=-11) a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only wlih MITek®connectors.This design is based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall briding design. Bracing Indk:ated Is to prevent budding of trxiNktual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' lr always T_uIxed for staISBy and to prevent coliwse.wtlh+rossE Ie perscnA Injury and property nage. for aer er4T autd nce r —5nm the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Cdteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexa Mia VA 22314. Tampa,FL 33610 1 Job Truss Truss Type A Qty Ply L 28 PARADISE RESERVE T12166900 17-080455 JC08A Diagonal Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:45 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJL6VyXSGO-8OxvbgdgMgJ3d6fhRoLFA30W WdOFSLiHmKBsy_yXQXa I 5-3.10 8-4-5 5-3-10 3-0-12 Scale=1:16.2 3x4 I I 4 e- 2.83 Fri rb 4x5 NAILED 2 NAILED ' • 9 r 01 _ ' 6 3 5x6 6 11 1 NAILED LC � k NAILED 3x4 II 3x4= 8 to 3x4= 2x4 1-10-4 2-2-2 5-3-10 8-4-5 1-10-4 3-141 3-1-7 I 3-0-12 Plate Offsets(X,V)-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.18 7 >431 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.20 7 >388 180 BCLL 0.0 * Rep Stress Incr NO WB 0.18 Horz(TL) 0.09 6 n/a n/a BCDL 5.0 Code FRC2014/TP12007 Matrix-S Weight:33 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 • TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc puffins, BOT CHORD 2x4 SP No.2*Except` except end verticals. 3-7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=164/Mechanical,6=125/Mechanical,8=259/0-7-12 Max Horz 8=91(LC 20) Max Uplift 4=-143(LC 4),6=-81(LC 4),8=-398(LC 4) Max Gray 4=172(LC 28),6=129(LC 28),8=484(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-492/631 BOT CHORD 1-8=-584/494,7-8=-466/580,3-7=-407/527 WEBS 2-7=-728/590,2-8=-840/485 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 4,81 lb uplift at joint 6 and 398 lb uplift at joint 8. 6)Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148°x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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(p11) Vert:1-3=-54,3-4=-54,1-7=-10,3-5=-10 Concentrated Loads(Ib) Vert:10=176(F38,B=88)11=-203(F=-102,8=-102) � l WARNMIG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek(/connectors.this design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design into the overall bolding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent cilapse with pow.le personal injury and property damage. for general guidance re rad rsg the fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-S9 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexaldrla,VA 22314. ( Tampa,FL 33610 ii - . Job Truss Truss Type r ' Qtta Ply . L 28 PARADISE RESERVE T12166901 17-080455 JC08B Diagonal Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.010 s Aug 11 2017 MiTek Industries,Inc. Mon Oct 02 14:33:45 2017 Page 1 I D:GbVmMgJLZMcPDSyx4zJ L6VyXSGO-8OxvbgdgMgJ3d6fhRoLFA303?dQ7SL_HmKBsy_yXQXa 4-7-2I 8-4-5 4-7-2 3-9-3 Scale=1:16.4 3x4% . 3 4 , 2.83 12 NAILED i NAILED A 4x5: 9 NAILED 2 , ' NAILED Oil rn 6' ' •. - °1 O N j 1 _ t. Q ' ' ' 1 • 3x4= 7 10 6 11 5 NAILED 3x4= NAILED NAILED NAILED 2x4 1-10-4 f2-2-21 5-1-8 I 8-4-5 1-10-4 0.3-14 2-11-5 3-2-13 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) 0.05 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.16 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FRC2014/TPI2007 Matrix-S Weight:36 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=164/Mechanical,5=37/Mechanical,7=210/0-7-12 Max Horz 7=93(LC 20) Max Uplift 4=-161(LC 4),5=-11(LC 20),7=-355(LC 4) Max Gray 4=219(LC 28),5=55(LC 3),7=448(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-478/619,2-3=-424/244 BOT CHORD 1-7=-570/482,6-7=-340/475 WEBS 3-6=-303/463,2-7=-711/351 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 161 lb uplift at joint 4,11 lb uplift at joint 5 and 355 lb uplift at joint 7. 6)"NAILED"Indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4_54,1-5=-10 Concentrated Loads(Ib) Vert:9=-35(F=-18,B=-18)10=176(F=88,B=88)11=-21(F=-10,B=-10) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with Wok®connectors.This design Is based only upon{a.,ir nneters shown,and is for an Individual building component,not • a truss system.Before use,the building designer must verity the applicability of desi;rn parameters and properly incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Addllo al temporary and permanent bracing MiTek' Is a ways required for stailtty and to prevent collapse with posst4e person:A k e.Qy and property damage. rcr general guidance regarding the fcbrication,storage,delivery-erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Crltsrla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate InstItute,218 N.Lee Sheet,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 (Drawings not to scale) Damage or Personal Injury Mi. Dimensions are in ft-in-sixteenths. • 44 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For CI-1/1g' 4 wide truss spacing,individual lateral braces themselves 11111)21111 may require bracing,or alternative Tor I _ 0 bracing should be considered. Mr—EMIO :-( ■_� U 3. Never exceedthe designloaeing shcwn and never astackmaterialsoninadequatelybracedtusses,0 4. Provide copies of this truss design to the building �' ° designer,erection supervisor,property owner and For 4 x 2 orientation, locate BOTTOM CHORDS ~ all other interested parties. plates 0-'/id from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that " Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ff.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ILIIIP reaction section indicates joint II IIII 1111 IIIII number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 81111 MIN ,rn 18.Use of green or treated lumber may pose unacceptable I_ environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ramk ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. R is not sufficient. r BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, II V ' e ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 M - _____ ...__ — . _ — — -- — . — —— - _— --------= L 60-00-00 N iimill ' 4-00-00 / g / 4-00-00 17-01-00 I 7-03-00 <xac2s-08- 0 • m w ao m T b ____ j 13-08-00 / 333 0 � 1 W N 07 A v ..0. t'l0 Cr 07 0 • A 0 0 m ^r b T T T T T T T T -I in T t A gggor ® \ 8888 km MOO `q, w w w p o w w w w w i _ • r--<<_. D. ,ped b r ! o o� I RI I Co JOS r,cv j 'Mwa El 2r e 3 =O 3 ' / wwww� I —rm SAN 9 D Z n a A A a. ,05 mg F10 i f 1s 4 F m 3 0 \' m m 8,rn J05�--._...-Fv .N ..F:0111 F,1 ® i ' V 0 N X // N N N N p _.._ rt m 5.] l ,A �O8 N OOOo c _,T„ F10 cA ro6 ^� mmmm L. p .Zl � a -105 7 03 xi -4 _..-_..iai F10 0_41 g °' 3 C m io d iu ,0_._5 O : t -=04 or o A fn 9333 wv! ... .-. . W D N ®®®® 705 -----,;Ev • ws.,xi �, co W r r r r b F12 my, ,cn 301 c, .71 0 105�. F12 a icv o p NWWN y W im E01 f a a N m b o 105 ,xv • F13� .,,, r 01 b C c, ' '`}}yr.+Jiy�.1 rn N W W N b -.limoW,�o I. ws."111F07 & 0 5 "ra' c01 0 b N m m `C 07 t O v 304 waeo ,us.y 1 4cn .75.2.--S- 3 B 1-0 - 3 m o� • �i • i Eo c�N For ! O A c7 04 warn • ® ,i .r0�3 A 1 0 F07 jI J 4 cr i c c o J04 MOD us „. Fog wait oyc LS 0 8i F07, t o' -' a a �N N� o wean -- - ] ; „a, I .�07 A co o Crv Y J04 0 N -, N w N $ -< `d''°'v-.7 04 wam • ' "' i . icv 09 Q y m F07, I– Z 04 '-'° _ 'en's07', I u g 3 § 'a o O 11 • Z 00 0 N) 2P J04 T T T T T T T T T - l D .dd -I -0 11 1 e F07.. a c9 Po coi. IR voi con Si Si 8i i !`F I o W r ., . —. __..e._ .-1i-_1 .. e. -e..—a --h----b-- t --e y. =-F— 1 _i___ 7.- �- _ --- _ ... . . p • F08 1 t 8r '- 8. T 003 mr N 6-06-00 x ac = g m p / / g 28-04-00 / 15-08-00 10-00-00 m m o om 60-00-00 Cl) rn 73 M 1-01- This is a truss placement diagram only. DO NOT CUT OR MODIFY TRUSSES CONTACT BMC WITH QUESTIONS These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer/builder. See individual design sheets for each truss design identified on the placement drawing.The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure.The design of the truss support structure including headers,beams,walls,and columns is the responsibility of the building designer.For general guidance regarding bracing,consult"Bracing of Wood Trusses" available on the reverse side of this layout. B01 > 39-00-00 c o o CC Li ( J 0 0 0 o w w LL 4-08 00 2a ac o o o , 424._'.oic 4-08 00 p X _ Q Ko an �� .M N N N �9 �(Vn n E(+> Esr ELL) co AQ A< J LU 0 0 0 0 0 0 0 0 ani m oN ION o 0 0 0 �c� -G '- m cn 0 u .. u .. u a -.. a lu -u Q d -< ..-Q < ., LED4. 02A � •- - • !� 'J02 , �__ W Q o a. NUL . :. '..LED ! r 0 co Z O Jr - Z N 017/7-- • Fye• co �J9 J I- 1)- ..—... r NAL O ED (n E f/7 Q J06A r` 06' v 2 m in NAILED . A NAILED 6/12 HEEL 6i— m Q 0 NAILED NAILED JA1 I in 1'. .�� NAILED - NAILED 03 o MA ~ oo f l.. ���ggqq o CI NULL Ocs o o NLED . 4 Ni. J06A .ENNAILED 0) 06' 1 r � 0 CNI 0 r—ir o J}06A NAILED 9 O • = WO �F• NAILED' rco J ��� 406A o • O o M (,, NAILED NAILED tY CO co J .. ...6 ' iJ 06A IQ aNALEDNAILED CnJ06b � o lb6A pipO NAILED ,0066A' } ODCGo NALED GDai nuc_ g r ' 06A3z °, oNAILED 3 NAILED i 0 WZ02A II - O6' Z J O tf 2-04-00 N s tiro 06A ED m o a to 0 o \ - 04B , '� O NAILED NAILED '- g -- __. 04A ;g •a J04t 2-00-00 ` :II,i '.a J02A : - t •, 'JO2A \ \ \ i • oo -04-00 i 4-08-08 � - ''-•' ,3-04-00, 5-00-00 9-06-00 , 5-00-00 39-0000 111131 This is a truss placement diagram only. DO NOT CUT OR MODIFY TRUSSES CONTACT BMC WITH QUESTIONS These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer/builder.See individual design sheets for each truss design identified on the placement drawing.The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure.The design of the truss support structure including headers,beams,walls,and columns is the responsibility of the building designer.For general guidance regarding bracing,consult"Bracing of Wood Trusses" available on the reverse side of this layout. ct - r . ----.- -_