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96 ARDELLA RD - TRUSSES[----- —me Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. FILE COPY MiTek RE: 150823 - Elite Homes 150823 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Elite Homes Project Name: Duplex Model: Donner rd duplex Tampa,FL 33610-4115 Lot/Block: . Subdivision: . Address: Donner Rd. 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 33 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal l affixed this section I hereby certify that I am the Truss Design Engineer and this index sheet y tion 5 of the Florida Board of Professional Engineers Rules.:; ; E _ E of With m sea a axed tot this she INo. Seal#_ Truss Name Date No. Seal# Truss Name I Date z o, y ,. o a 1 17126098 'Al 6/3/015 18 117126115. J1 6/3/015 _ �, ' E cc P i- 1 6/3/015 119 17126116 J 2 6/3/015 J C' 2 E 6 N". W �2 17126099 61 d E - W W 13 17126100 :B2 _i 6/3/015 _120 17126117 J3 6/3/015 N 15 74'. it it 14 17126101 :C1 1 6/3/015 121 T7126118 J4 6/3/015 H ;t w o 0 15 17126102 D1 x/3/015 22 1T7126119 ;J5 6/3/015 1 w " E °` °C "" 16 17126103 'Fl 16/3/015 ,23 17126120 1J6 6/3/015 W °' ❑ ❑ ❑ N 17 T7126104 F-1 6/3/015 124 T7126121 J7 6/3/015 1 z,Fii li ?cv 18 17126105 F2 16/3/015 125 17126122 J8 6/3/015 1 z 8 o z&Si 19 T7126106 F3 '6/3/015 126 17126123 1 J9 6/3/015_� Q a 2 i L W Z"' 110 T7126107 F4 6/3/015 127 T71261241 K 6/3/015 J o i Q o g a, o _z N LL 111 17126108 ,G1 _ 6/3/015 128 17126125 LD 6/3/015 j a 6` 1 I ":uj 112 T7126109 'H 6/3/015 129 17126126 M 6/3/015 _ °x z 3 a y9 L . ;a X13 17126110 HJ 1 16/3/015 130 17126127. M1 6/3/015 j "' ° 5,= y 2 , w o [14 17126111 HJ2 M2 z o m`--"' 6/3/015 131 17126128 6/3/015 _1 W 2 � a z ;,LI X15 17126112 HJ3 6/3/015 132 17126129 M3 6/3/015 _1 a o ❑ ❑ 'm = -, 116 T7126113 I 6/3/015 33 1_ 17126130 N1 6/3/015 -1 117 17126114 J 6/3/015 The truss drawing(s)referenced above have been prepared by MiTek ,,�tt��illmiiii. Industries, Inc. under my direct supervision based on the parameters '.`� BPS A' 'l&/it, ,, provided by TrussMart Bldg Compts, LLC. ``�,t•\ G E Ns,,..-1,, e,% Truss Design Engineer's Name: Albani, Thomas 1�'39":o My license renewal date for the state of Florida is February 28,2017. = * '• i ••' IMPORTANT NOTE:Truss Engineer's responsibility is solely for �"53'• STATE OF .:Z design of individual trusses based upon design parameters shown :0*. 4/ on referenced truss drawings. Parameters have not been verified %,.��5•< 0 R t°..'C;, .`, as appropriate for any use. Any location identification specified is �, S ........ �` for file reference only and has not been used in preparing design. ��i,,�NA� ��`� Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FL Cert. 6634 per ANSI/TPI-1, Chapter 2. June 3,2015 Albani, Thomas 1 of 1 -Inosor • Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTekC RE: 150823 - Elite Homes 150823 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Elite Homes Project Name: Duplex Model: Donner rd duplex Lot/Block: . Subdivision: . Address: Donner Rd. 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 33 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 17126098 Al 6/3/015 18 T7126115 J1 6/3/015 2 T7126099 B1 6/3/015 19 T7126116 J2 6/3/015 3 T7126100 B2 6/3/015 20 T7126117 J3 6/3/015 4 T7126101 Cl 6/3/015 21 T7126118 J4 6/3/015 5 T7126102 D1 6/3/015 22 T7126119 J5 6/3/015 6 T7126103 F1 6/3/015 23 17126120 J6 6/3/015 7 T7126104 F-1 6/3/015 24 T7126121 J7 6/3/015 8 T7126105 F2 6/3/015 25 T7126122 J8 6/3/015 9 T7126106 F3 6/3/015 26 T7126123 J9 6/3/015 10 T7126107 F4 6/3/015 27 17126124 K 6/3/015 11 T7126108 G1 6/3/015 28 T7126125 LD 6/3/015 12 T7126109 H 6/3/015 29 T7126126 M 6/3/015 13 T7126110 HJ1 6/3/015 30 T7 126127 M1 6/3/015 14 T7126111 HJ2 6/3/015 31 T7126128 M2 6/3/015 15 T7126112 HJ3 6/3/015 32 T7126129 M3 6/3/015 16 T7126113 I 6/3/015 33 T7126130 N1 6/3/015 17 T7126114 J 6/3/015 The truss drawing(s)referenced above have been prepared by MiTek st��i� Industries, Inc. under my direct supervision based on the parameters Ns \\I\ ...4'•q4e�i, provided by TrussMart Bldg Compts,LLC. ,Ns 0.��G E N s�•.9, Truss Design Engineer's Name: Albani, Thomas 9`•?;0 My license renewal date for the state of Florida is February 28,2017. = * • .' * IMPORTANT NOTE:Truss Engineer's responsibility is solely for •0; ' STATE OF 141+ design of individual trusses based upon design parameters shown % p'.• on referenced truss drawings. Parameters have not been verified :•:°C G R p 0.•‘■�� as appropriate for any use. Any location identification specified is .,SS '•••• •' for file reference only and has not been used in preparing design. '��,,��NA��.�`� Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FL Cert. 6634 per ANSI/TPI-1, Chapter 2. June 3,2015 Albani,Thomas 1 of 1 __, ,,,, ...iiir a • 1glob f (Truss Truss Type Qty 'Ply Elite Homes 150823 150823 Al IHp Girder 2 T7126098 TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 111111 2 Job Reference(optional) I 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:07 2015 Page 1 1-10-8 ID:XnFZgYK49vQVILB1K6g4tkzA2xS-HVk2sN sIS7vwEH_YxIXHWpdSg_FaVVNOv0F3k5zA_sY i 1-10-8 + 5-6.14 3.8.8 l 3-10-2 I 3-10-2 I 13.8-68 I 1-10-8 v, Scale=1:32.4 6.00 12 10x14 MT2OHS 4x8= 4x8 = 10x14 MT2OHS 2 17 3 18 19 4 20 21 54 22 8 ; 1 _...iiiiiii% imilliiiMilMiliMg" "...M......111111.11.11.1mmimm I—.11- irligIVI4111111.1111."1.1. it 61 er. •31..4-i 23 12 24 25 26 71 27 28 10 29 30 31 32 9 33 34 35 8 �� 3x8= 4x4= 7x10 MT2OHS= 4x4= 3x8- I 1-10-8 1 5-6-14 1 9-5-0 I 13-3-2 l 16-11-8 l 18-10-0 1 3-8-6 1-10-8 Offsets(X Y)- (1:0-8-0,0.0-131.12:0-9-12,0-1-12 (3:0-3.8,0-2-01 15:0-3-8,0-2-01.(6:0.9-12,0-1-1217 0-8-0,0-0-13110:0-5.0,0-5-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.47 10 >476 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -1.10 10 >205 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WE 0.75 Horz(TL) 0.15 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins. 2-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=3778/0-5-8,7=3587/0-5-8 Max Horz 1=-22(LC 35) Max Uplift 1=-949(LC 8),7=-958(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7777/1924,2-17=-7455/1851,3-17=-7455/1851,3-18=-14432/3522, 18-19=14432/3522,4-19=-14432/3522,4-20=-14233/3562,20-21=-14233/3562, 5-21=-14233/3562,5-22=-7383/1932,6-22=-7383/1932,6-7=7694/2002 BOT CHORD 1-23=-1711/6921,1-12=-1710/6917,12-24=-3507/14432,24-25=-3507/14432, 25-26=-3507/14432,11-26=-3507/14432,11-27=-4282/17577,27-28=-4282/17577, 10-28=-4282/17577,10-29=-4282/17577,29-30=-4282/17577,30-31=-4282/17577, 31-32=-4282/17577,9-32=4282/17577,9-33=-3532/14233,33-34=-3532/14233, 34-35=-3532/14233,8-35=3532/14233,7-8=1764/6853 WEBS 2-12=-796/3402,3.12=-7216/1739,3-11=338/1694,4-11=-3246/853,4-10=-233/1348, 11111111111// 49=3451/772,5-9=-320/1657,5-8=7085/1704,6-8=-827/3347 ,‘�1-1A PS A. A ///∎, NOTES- `s%s ().• \'••E•N8•<e,9iii 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: :,`�•' �. G F•'• �i,i 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. -0v b 39380 Webs connected as follows:2x4-1 row at 0-9-0 oc. .�. * 4•.s 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: a connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. :'21:r:-. �,,mil .---�'� `CC Z 3)Unbalanced roof live loads have been considered for this design. :.0�.. I/1- E � 41 Z. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; 1.- MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60 v,�.(�••, P,• �� 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. �I,, S� ! `,• 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ////10 N Al 111111 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=949, 7=958. FL Cert. 6634 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. June 3,2015 I _ a A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*61.7473 my.02/16/2015 BEFORE USE. .�� Design valid for use only with Weir connectors.This design based only upon parameters shown.and is for on individual building component. Applicability of design parameters and proper incorporation of component's responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibiity of the building designer.For general guidance regarding MiTek- fabrication.quality control storage.delivery.erection and bracing.consult ANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Y i blob Truss Truss Type Qty Ply Elite Homes 150823 150823 Al Hip Girder 2 77126098 TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7. Job Reference(oationall 7.620 a Apr 30 2015 MITek Industries.Inc.Wed Jun 03 13:31:07 2015 Page 2 NOTES- ID:XnFZgYK49vCIVfLB1K6g4tkzA2xS-HVk2sN s1S7vwEH YxtXHWpdSg_FaWN0v0F3k5zA_sY 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)59 lb down and 33 lb up at 1-10-8,59 lb down and 33 lb up at 3-11-4,59 lb down and 33 lb up at 5-11-4,59 lb down and 33 lb up at 7-11-4,59 lb down and 33 lb up at 9-5-0,59 lb down and 33 lb up at 10-10-12,59 lb down and 33 lb up at 12-10-12, and 59 lb down and 33 lb up at 14-10-12,and 59 lb down and 33 lb up at 16-11-8 on top chord,and 628 lb down and 176 lb up at 0.4-12,31 lb down and 81 lb up at 1-10-8, 628 lb down and 155 lb up at 2-4-12,8 lb down and 14 lb up at 3-11-4,628 lb down and 135 lb up at 4-3-4,8 lb down and 14 lb up at 5-11-4,628 lb down and 135 lb up at 6-1-4,8 lb down and 14 lb up at 7-11-4,628 lb down and 135 lb up at 8-1-4,8 lb down and 14 lb up at 9-5-0,628 lb down and 135 lb up at 10-1-4,8 lb down and 14 lb up at 10-10-12,628 lb down and 135 lb up at 12-1-4,8 lb down and 14 lb up at 12-10-12,628 lb down and 155 lb up at 14-1-4,8 lb down and 14 lb up at 14-10-12,628 lb down and 176 lb up at 16-1-4,and 31 lb down and 81 lb up at 16-10-12,and 628 lb down and 192 lb up at 18-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=60,2-6=-60,6-7=-60,1-7=-20 Concentrated Loads(lb) Vert:2=28(F)6=28(F)12=52(F)4=28(F)10=9(F)8=52(F)16=-628(B)17=28(F)18=28(F)19=28(F)20=28(F)21=28(F)22=28(F)23=-628(B)24=-628(B)25=9(F) 26=-628(B)27=619(F=9,B=-628)28=-619(F=9,B=-628)29=-628(B)30=9(F)31=-628(B)32=9(F)33=-628(B)34=9(F)35=628(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.02/16/2015 BEFORE USE. • Design valid for use only with Milek connectors.This design is based only upon parameters shown.and is for on individual budding - proper Incorporation of In8 sh Applicability of design parameters and component is responzibdity of budding designer- truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTe k fabrication,quality control storage,delivery,erection and bracing.consult ANSVTPII Quality Criteria,055-89 and SCSI Building Component Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandra.VA 22314. 6904 Parke East Blvd. Tampa,FL 33610 II lab a Truss Truss Type Qty Ply Elite Homes 150823 150823 81 Half Hip 2 1 17126099 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 Job Inc.Refereme footlonal) 7.620 s Apr 30 2015 MiTek Industries, Wed Jun 03 13:31:07 2015 Page I 53 12 10 38 ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-HVk2sN sIS7vwEH YxIXHWpkDg7vaVSOvoF3k5zA_sY 5-3-12 I 5-2-12 { 16-4-0 { 5-9-8 6x8= 2x4 H Scale=1:35.4 3 14 15 4 ': R III 12 8.00 3x4% 13 2 0 12 1 7 Q B e o 3x4 = 1.5x4 II 3x4= 3x4 = 5 3x8 II 354 = I 5-3-12 1 108-8 { 16-4-0 5-3-12 5-2-12 5-9-8 Plate Offsets(X,Y)— 11:0-3-0,Edgel,11:0-0-0,0-1-41.(3:0-3-0,0-2-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdel Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.09 5-6 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.81 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) Weight 91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. WEDGE Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=648/0-3-8,1=648/Mechanical Max Horz 1=276(LC 12) Max Uplift5=-216(LC 12),1=-172(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1028/250,2-12=-934/264,2-13=-604/137,3-13=-542/163 BOT CHORD 1-8=-431/938,7-8=-431/938,6-7=-431/938,5-6=-202/493 WEBS 2.6=502/271,3-6=-58/401,3-5=-671/276 NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL 6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)automatic zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-6-8,Exterior(2)10-6-8 to 14-9-7 zone;C-C i 1 l 1 for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •��1 �ll� 2)Provide adequate drainage to prevent water ponding. `�� Pcj A, q �� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ∎N�0'. .••"' • - �i� 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 ■ N- •\G E S••". - °i fit between the bottom chord and any other members. ,•• •,��, 5)Refer to girder(s)for truss to truss connections. a 0 3 9380 _.- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ib 5=216, • * •:• • * ^ 1=172. 9P p 9 P J ( ) P (jt=lb) ��= 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. = .. :41-'-1,:... - ;`CC's :L TTE :�: FL Cert. 6634 June 3,2015 1 r A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 611•7473 rev.02/16/2015 BEFORE USE. • Design void for use only with fx6Tek connectors.This design is based only upon parameters shown.and is for an individual building component. MIT Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabiity during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,sloroge,delivery.erection and bracing.consult ANSI/TPI1 Quality Criteria.058.89 and BCSt Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Vir 47 x ,lob Truss Truss Type Qty Ply Elite Homes 150823 i- 150823 B2 Half Hip 2 1 ■ 17126100 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7�s Reference MiTek I n us Apr.30 2015 MTek Industries,Inc.Wed Jun 03 13:31:08 2015 Page 1 ID:XnF2gYK49vQVfLB1K6g4tkzA xS-liIQ3j?UWmFmY0s86e0mpjMvY4T8JydX8g?cGXzA sX I -1-6-0 I 5-9-4 I 11-0-0 I 16-9-8 I 1-6-0 59.4 5-2-12 5-9-8 6x6= 2x4 I I Scale=1:36.9 4 15 16 5 %i r 8.00 FIF 3x4 4 14 3 ' 411' y� 13 d' 2 1 im 9 8 7 ■4 354= 1.5x4 II 3x4 3x4 = 6 3x4 = I 5-8.4 I 11-0-0 I 16-9-8 I 5-8.4 5-2-12 5-9-8 Plate Offsets(X,Y)— 14:0-3-0.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.81 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=774/0-5-8,6=652/0-3-8 Max Horz 2=323(LC 12) Max Uplift 2=-238(LC 12),6=-214(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-1057/227,3-13=-1002/253,3-14=-609/136,4-14=-5461161 BOT CHORD 2-9=-467/1036,8-9=-422/957,7-8=-422/957,6-7=-200/496 WEBS 3-7=-520/263,4-7=-57/406,4-6=-675/273 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=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; `j 1 t t f f f f f� MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 11-0-0,Exterior(2)11-0-0 to 15-2-15 `��, CJ A, '/�� zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 P q 3)Provide adequate drainage to prevent water ponding. '4 \`i` ,••••••• �e �i, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �%%,,Z,‘-).•.\C E N S, '9�J�i�•5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will A. �,�Nom,• fill between the bottom chord and any other members. • 39380 ---•6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=238, 6=214. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �4. �f� 1.O�; .. ATE • 44. .-1 ,T1 O R ,Op,. \ %% , SS E� 0'' ` ��NA . fitrt FL Cert. 6634 June 3,2015 4 4 A WARNING-Vevlfy design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with AMek connectors.This design Is based only upon parameters shown,and is for an individual building component. MI Applicability of design parameters and proper incorporation of components responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality controL storage,delivery•erection and bracing.consult ANSI/TPlt Quality Criteria,058.89 and SCSI Balding Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33810 all 1 Job Truss Truss Type Qty Ply Elite Homes 150823 77126101 150823 Cl HALF HIP 4 1 TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 - 7.620 Job Reference i ek ndus Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:09 2015 Page 1 ID:XnFZgYK49vOVfLB1K6g4tkzA2xS-OuroH306H4Nd9YQN fMw7MxuyGUkG2UdhMKk9o_zA_sW I -1-6-0 i 4-9.4 I 9-0-0 I 16-9-8 1-6-0 4-9-4 4-2-12 7.9.8 I Scale=1:32.9 5x8= 3x6= 4 13 14 15 5 . I f 8.00 12 r 1.5x4 ' 3 12 2 m e lk 1 QI 8 7 3x4= 3x8= 3x4= 8 2x4 I I I 0 I 18.9-8 I 7-9-8 Plate Offsets(X,Y)- 12:0-2-0,Edge1,14:0-6-0,0-2-8j LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.09 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.22 6-8 >898 180 BCLL 0.0 • Rep Stress Incr YES WB 0.44 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:86 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-7-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=651/0-3-8,2=774/0-5-8 Max Horz 2=270(LC 12) Max Uplift6=-205(LC 9),2=-246(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-1062/312,3-12=-1018/332,3-4=-797/226,4-13=-693/264,13-14=-693/264, 14-15=-693/264,5-15=-693/264,5-6=-615/291 BOT CHORD 2-8=456/1044 WEBS 3-8=-307/239,5-8=-288/755 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,%5 1 f f f f 11 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; `�‘t� CJ A. ,/�i� MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 9-0-0,Exterior(2)9-0-0 to 13-2-15 `,� -i�P..........q�e��, zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``t 3)Provide adequate drainage to prevent water ponding. $,$-./..:•\G E N .4 ••.'9 ., 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. z" - c ••,ri 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 .f90 39380.=-: :t fit between the bottom chord and any other members. • * ;• ;j 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=205, - 2=246. ' 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. +""r ` :;CC ' LATE • • ...1 U • � Q 40: , ,� •.c ( O R ,O • 'iS' .: , �11S��N A y 0 FL Cert. 6634 June 3,2015 ■ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mr1-7473 rev.02/1012015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,ands for an individual building component. IllIl Applicability of design parameters and proper incorporation of component is responsbiity of bolding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is is the responsibility of the building designer.For general guidance regarding . fabrication.quality control,storage,delivery.erection and bracing,consult ANSI/SPIT Quality Criteria,DS5.89 and BCSI Building Component 6904 Parke East Blvd, Solely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 4 „ 4 .gob Truss Truss Type Qty Ply eke Homes 150823 17126102 150823 D1 Half Hip Girder 4 1 TRUSSMART BUILDING COMPONENTS, Midway,GA 31320 7.620 Job Reference Welt n us Apr 30 2015 Indusldes,Inc.Wed in 03 13:31:10 2015 Page 1 -1.8.0 3.114 ( 740 I ID:XnFZ9Y9K49vQVf LB1K6g4tIczA2rcS-h4PBUP1k1NVUni??Z9D83REv8REYu6hnshgb UjLQzA_sV 1-6-0 3-11-4 3412 4-9-0 I 5.48 I Scale=1:31.1 6x6 = 1.5x4 II 3x8= 4 14 15 5 18 17 8 • 8.00 12 3x4 3 or „ 10 9 18 19 8 20 21 3x8= 2x4 II 4x8 — 3x4= 4x12= 7 2x8 II I 3-11-4 i 7-0-0 I 11-9-0 ( 18.9.8 I 3-11-4 3-0-12 4-9-0 5-0-8 Plate Offsets(X.Y1— 14:0-3-0,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.08 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.14 8-9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.71 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation wide. REACTIONS. (lb/size) 7=1562/0-3-8,2=1276/0-5-8 Max Horz 2=218(LC 8) Max Uplift 7=-712(LC 8),2=-537(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2297/966,3-4=-2099/942,4-14=-1551/701,14-15=-1551/701,5-15=-1551/701, 5-16=-1551/701,16-17=-1551/701,6-17=-1551/701,6-7=-1249/598 BOT CHORD 2-11=-979/2027,10-11=-979/2027,9-10=-979/2027,9-18=-859/1803,18-19=-859/1803, 8-19=-859/1803 WEBS 3-9=270/186,4-9=-358/856,4-8=-312/195,5-8=-393/279,6-8=-843/1864 NOTES- 111111/ 1)Unbalanced roof live loads have been considered for this design. ``fit�l 1 j•its 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; %% `^p,S A A. A ti MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60 `.•O`"' ......... e', 3)Provide adequate drainage to prevent water ponding. `� c, ... ��C E N S'�e'9 �0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . '� • I- 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ' • 3938 .- ••�',... 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)7=712, ! 2=537. . ' •• 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •••• "' =s ;r� 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)69 lb down and 66 lb up at 7-0-0, - ATE • ,• �/ 69 lb down and 66 lb up at 9-0-12,69 lb down and 66 lb up at 11-0-12,69 lb down and 66 lb up at 13-0-12,and 69 lb down and 66 lb °,�',•,' P•• ��, up at 15-0-12,and 69 lb down and 66 lb up at 16-7-12 on top chord,and 522 lb down and 291 lb up at 7-0-0,150 lb down and 84 lb up le ,(• 4 Q \ at 9-0-12,150 lb down and 84 lb up at 11-0-12,150 lb down and 84 lb up at 13-0-12,and 150 lb down and 84 lb up at 15-0-12,and �i``s••' R 1•.6/..1 �� 150 lb down and 84 lb up at 16-7-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �'1 s' `\ ��` 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /i'/�N 1%11,�� LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 FL Cert. 6634 - June 3,2015 ' A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII•7473 rev.02/16/2015 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. Applicabiity of design parameters and proper incorporation of component is responsblily of building designer-not truss designer.Bracing shown _ is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Milk** fabrication.quality control.storage,delivery,erection and bracing.consult ANSI/TPII Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tamps,FL 33610 a - dot) Truss Truss Type Qty Ply Elite Homes 150823 150823 D1 Half Hip Girder 4 1 77126102 TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 Job Reference(optional) 7.620 a Apr 30 2015 MITek Industries,Inc.Wed Jun 03 13:31:10 2015 Page 2 ID:XnFZgYK49vQVILB1K6g4tkzA2xS-h4PBUP1hiNVUni?ZD3REV8REYu6hnshgb UjLQzA_sV LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=60,4-6=-60,2-7=-20 Concentrated Loads(lb) Vert:7=150(B)9=-522(8)4=-24(B)6=-24(8)14=-24(B)15=-24(B)16=-24(B)17=-24(B)18=-150(B)19=-150(B)20=150(B)21=150(8) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII•7473 ray.02/16/2015 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. , Appllcabifty of design porameters and proper incorporation of component B responsibiity of building designer-not true designer.Bracing shown is for lateral support of individuol web members only.Additional temporary bracing to insure stabilty during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsbility of the building designer.For general guidance regarding MiTek fabrication,quality control.storage.delivery.erection and bracing.consult ANSI/TPl1 Qually Cr feria,DSB-89 and SCSI Beading Component Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. 6904 Parke East Blvd. Tampa,FL 33610 I Y C Job Truss Truss Type Qty Ply Elite Homes 150823 150823 Fl Floor Supported Gable 4 1 77126103 TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 Job Reference tootionall 7.620 s Apr 30 2015 MRek industies,Inc.Wed Jun 03 13:31:11 2015 Page 1 ID:XnFZgYK49vQVf LB1K6g4tiaA2xS-9HzZhllMohdLPsalmyTRM SOIZUWUS_geDGts2A_sU 0-'18 0.18 Scale=1:28.7 3x3= 1 2 3 4 31 5 6 7 32 8 9 10 33 11 34 12 13 14 e- • ° • • ° 1 • i e o e • • ee • o. 010 _\ MEWWW W AA'AWARAMMAOSANAAW W W WWW.1 100 1D OAA'AA4SAA'4KAONtA'W4AAr4WWAAr4 4Y.WrMM 28 27 28 25 24 23 22 21 20 19 18 17 18 15 3x3 = 3x3= 3x3 = 1 18.10.0 18.10.0 Plate Offsets(X,Y)— 11:Edge,0-0-121,[29:0-1-8,0-0-12].130:0-1-8,0-0-121 LOADING(psi) SPACING- 2-0-0 CSI. DE FL. in (lac) 1/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 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 0.06 Horz(TL) 0.00 15 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:82 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 16-10-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,24,22,21,19,18,16 except 26=270(LC 1), 25=254(LC 1),23=254(LC 1),20=255(LC 1),17=264(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-26=-256/0,12-17=250/0 NOTES- 1)All plates are 1.5x4 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)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)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 %0 111111111 be attached to walls at their outer ends or restrained by other means. `�O�-np,S A. 4 //,,, 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 lb down at 2-5-13,141 lb down %' (v.-.•••••• • s e Ii at 4-5-13,141 lb down at 6-5-13,141 lb down at 8-6-9,141 lb down at 10-6-9,and 141 lb down at 12-6-9,and 142 Ib down at 14-4-5 ., J. •' \C E sv S6; 14 X10 on top chord. The design/selection of such connection device(s)is the responsibility of others. F•••• �! 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Sao 3 93 8 w• LOAD CASE(S) Standard _� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) ;,O,;,,,,_ .f y Vert:15-28=10,1-14=-100 • Concentrated Loads(Ib) Q'. Vert:3=-142(B)6=-141(8)9=141(B)31=141(B)32=141(B)33=141(B)34=142(B) ',T �� O Q � `�� IFS .0R \• 0\ s• �''�is��NA�E��% FL Cert. 6634 June 3,2015 1 A WARNING•Verify design prametra and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII•7473 rev.02/16!2015 BEFORE USE. • Design valid for use only with M7ek connectors.This design is based only upon parameters shown.and is fa an individual building component. NI Apphcabilly of design parameters and proper Incorporation of component k responsbility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additiond temporary bracing to insure stabity during construction is the responsibility of the Mire k' erector.Additional permanent bracing of the overall structure is the responsibility of the regarding uilding designer.For general guidance regarding fabrication.quality control,storage,dekvery.erection and bracing.consult ANSI/TPl1 Quality CrBMa,DSB-89 and 8C51 Building Component 6904 Parke East Blvd. Safety Inlormation available horn Truss Plate Institute.781 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 • 4b a Truss Truss Type Qty Pty Eike Homes 150823 150823 F-1 FLOOR 44 1 7712810/ TRUSSMART BUILDING COMPONENTS, Midway,GA 31320 Job Reference(ootionall 7.620 a Apr 30 2015 MITek Industries,Inc.Wed Jun 03 13:31:11 2015 Page 1 ID:YXycbcvxyLIZ7PXOhkBTTzAbyk-9HzZhI1MohdLPsalnnyTRM OvILTWIr geDGts>A_sU 0-1-8 H I 1-5-0 ii 1-7-0 11 2.8-0 1 01/8 Scale=1:32,8 1.5x4 = 1.5x4 II 4 4 I I 8x8= 3x4 = 3x8= 1.5x4 I I 3x3= 1.5x4 I I 3x6= 1.5x4 = ie 2 3 4 5 8 7 8 9 ■ o rte\ I�� / / I 16 M.II WO 15 14 13 12 11 0 3x3= 4x6= 4x8= 3x10 = 3x10 = 3x6= 1 1-8-0 1 19-0-0 17-4-0 Plate Offsets(X,Y)— [1:0-1-8.0-0-81,f2:0-1-8,EdgeL(14:0-1-8,Edge1,116:0-1-8.0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.19 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.27 11-12 >752 360 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.05 10 n/a n/a BCOL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:105 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=788/0-3-8,14=2768/0-3-8 Max Gray 10=896(LC 4),14=2768(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/1879,2-3=-650/1360,3-4=-647/1360,4-5=-2561/322,5-6=-2561/322, 6-7=-2377/0,7-8=-2377/0 BOT CHORD 13-14=-1877/0,12-13=-791/1845,11-12=-41/2711,10-11=0/1478 WEBS 8-10=-1664/0,8-11=0/1020,6-11=-379/208,6-12=-398/0,5-12=-254/0,4-12 /1041, 4-13=-1590/0,2-14=-1242/0,2-13=0/1637,1-14=2410/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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 % �I� be attached to walls at their outer ends or restrained by other means. ,``� p,S A. 4/��•,, 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1500 lb down at 0-1-8 on top chord. .�/-N •.•••• . e "i The design/selection of such connection device(s)is the responsibility of others. `� .••\C E!V S•• -9�7�i, 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). . ••• ••••I, ! LOAD CASE(S) Standard Nib 3938 , •• *• '� •, = 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) j ..---- Vert:10-15=-10,1-9=100 Concentrated Loads(Ib) 1 AT E :•�/ Vert:1=1500(F) •O • A- .,�S'`S��N A E�1��. t,it 11lltf FL Cert. 6634 June 3,2015 1 I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEI<REFERANCE PAGE MII.7473 rev.02116/2015 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown.and is to on individual building component. Apptcobihty of design parameters and proper incorporation of component is responsbility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction k the responsibility of the MiTek- erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding lubrication,quality control.storage,delivery.erection and bracing,consult ANS0TP11 Quality Criteria,DSI.89 and ICSI Building Component 6904 Parke East Blvd Safety information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tamp,FL 33610 • it ‘ blob , `Truss Truss Type Qty Ply Ellie Homes 150823 17126105 150823 F2 Floor 20 1 TRUSSMART BUILDING COMPONENTS. Midway,GA 31320 7.820 Apr 30 2015 (optional)u ck I us Apr 30 2015 MRek Industries.Inc.Wed Jun 03 13:31:122015 Page 1 ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-dTXxv52_Z7 1C009yLUTi_ZWX_hicFuO721zpPJzA_sT 0-1-8 H1 1'3-0 i 1 0-10-8 if 1-10-0 1 0-10-8 1 01118 e=1:29.0 1.5x4 I I 1.5E4 II 1.5x4 = 4x4= 1.5x4 II 1.5x4 II 4x4= 1.5x4 = 1 2 3 4 5 6 7 8 8 10 8 ,: i/� a ae ee /�if Ili2D 111M.1 W 11:14 17 16 15 14 13 12 3x6 = 4x4= 4x4= 3x6 = I 2-9-0 I 5-3-0 I 7.4.8 7-k0 8-5-0 19-4-0 9-0.0 11-7-0 I 14-1-0 I 16-10-0 I 2-9-0 2.6-0 2-1-0 0-1-8 0-11-0 0.11-0 0=14 2-1-8 2$0 2-9-0 Plate Offsets(X,Y)— I1:Edge,O-0.121,119:0-1-8,0-0.121,(20:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.15 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.23 14-15 >851 240 BCLL 0.0 Rep Stress Ina YES WB 0.25 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:91 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=906/0-5-8,11=906/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1445/0,3-4=-2323/0,4-5=-2722/0,5-6=-2722/0,6-7=-2722/0,7-8=2323/0, 8-9=1445/0 BOT CHORD 17-18=0/858,16-17=0/2005,15-16=0/2619,14-15=0/2722,13-14=0/2619,12-13=0/2005, 11-12=0/858 WEBS 5-15=299/40,6-14=-299/40,2-18=-1211/0,2-17=0/872,3-17=-833/0,3-16=0/472, 4-16=-441/0,4-15=119/481,9-11=1211/0,9-12=0/872,8-12=-833/0,8-13=0/472, 7-13=-441/0,7-14=-119/481 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"4)Recommend 2x6 sirongbacks,on dge,Member 10-0-0 oc nd fastened to each truss lwith 3-10d(0.131"X 3")nails. Strongbacks to %iS`%,011111111a/1_ S A. 4�It. be attached to walls at their outer ends or restrained by other means. `%•00 •....... 4 e ej' ,,Pit)- 39380—'--• •••:(0.• —4: -:CS. ATE • ;.4t/: i,�SS��NA1-c∎-• . ,`)/ONA\-. --,% 0% iiii,1f1f11+• % FL Cert. 6634 June 3,2015 ■ I • A WARNING•Verify design parameters and READ NOTES ON TMS AND INCLUDED AITEK REFERANCE PAGE Apt-7473 rev.02/1612015 BEFORE USE. • Design void for use only with Wink connectors.This design is based only upon parameters shown.and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibbillity of the i erector.Additional permanent bracing of the overol structure is the responsibifty of the buildng designer.For general guidance regarding Mire k' fabrication,quality control storage.delivery,erection and bracing.consult ANSI/TPII Qualty Criteria,DS8-09 and BCSI Building Component 6904 Parke East Blvd. 1 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 a )1 ■ Job Truss Truss Type Qty Ply Elite Homes 150823 150823 F3 Floor 12 1 17128106 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 Job Reference(optional)7.620 s Apr 30 2015 MiTek Indu6lries.Inc.Wed Jun 03 13:31:13 2015 Page 1 ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-6f5J6Q3dKIu3e9k8uC xWn3hs53C KzHHyiNxlzA_sS 0-1-8 H I 1-5-0 1 10-10-13 I 1-3-0 1 1 1-10-0 110-10-8 I 17�{8 Scale:3/8"=1' 1.5x4 II 1.5x4 II 1.5x4 = 4x8= 3x4= 1.5x4 II 34= 1.5x4 = 1, 2 3 4 5 6 7 8 9 10 e a Zill V ■•: •• /JAW Mira VA•.• i all c's II 11 red 22 e 20 - 18 17 18 15 14 13 12 3x6 = 4x4= 3x4= 1.5x4 II 3x8= 3x6= 11-1-8 1 1-8-0 l-g1e 2.98 1 5-38 I 7-98 1 9.2-0 1 10.1-0 1 11-0-0 11 13-3-0 I 15-90 I 18-6-0 I 1-8-0 0-'143 1-0-0 28-0 2-6-0 1.4-8 0-11-0 0-11-0 2-1-8 2-6-0 2-9-0 0-1-8 Plate Offsets(X,Y)— [1:Edge,0-0-121,(21:0-1-8.0-0.121,122:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.70 Vert(TL) -0.15 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.23 13-14 >876 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 11=856/0-3-8,19=1562/0-5-8 Max Gray 11=863(LC 4),19=1562(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 20-21=490/0,1-21=489/0,2-3=-115/387,3-4=-1401/0,4-5=-2181/0,5-6=-2467/0, 6-7=-2467/0,7-8=-2165/0,8-9=-1362/0 BOT CHORD 19-20=570/0,18-19=-577/0,17-18=-161/870,16-17=0/1905,15-16=0/2467, 14-15=0/2467,13-14=0/2418,12-13=0/1884,11-12=0/815 WEBS 2-19=-1527/0,2-20=0/770,5-16=-616/0,4-16=0/495,4-17=-759/0,3-17=0/800, 3-18=-1122/0,2-18=0/1034,9-11=-1150/0,9-12 /813,8-12=-776/0,8-13=0/418, 7-13=-376/0,7-14=-232/382 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. `,`%111111/1111,' 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,0 p,S A, x ,./, 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 •� \`r' •••••• 'e �i be attached to walls at their outer ends or restrained by other means. `∎��O•.••\C E N S•• -9 �i, 5)CAUTION,Do not erect truss backwards. .A . c,-V F••••-�i LOAD CASE(S) Standard „No "39380._--• r. * : •A :::: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) - /;" Vert:11-20=-10,1-10=100 ;- /_"l Concentrated Loads(Ib) 1....'FS_:-13. - : a Vert:1=-423 0: 40: ) 1 Job Truss Truss Type Qty Ply Elite Homes 150823 77128107 1150823 F4 Floor 10 1 TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.820 Job Reference(optional)iI us Apr.30 2015 MRek Industries,Inc.Wed Jun 03 13:31:13 2015 Page 1 ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-6f5J6Q3dKIu3e9k8uC_xWn3f253F L7HHyiNxIzA_sS 0-1-8 H i 1.50 1 1 1-3-0 i 10'84 11 1-10.0 I I 1-2-12 I Scale=1:25.8 1.5x4 II 1.5x4 = 3x6 = 4x4= 1.5x4 II 1.5x4 II 1 2 3 4 5 8 7 8 9 Iii N •• M�i, FilL' • I B • 614114.41 EMU 9 III RIP iligg e e 17 MI- 15 14 13 12 11 A 3x8= 3x8 = 4x4 = 1.5x4 II I 1-8-0 1-f}I8 4-5-0 1 6.4.4 91274-12 1 8-3-12 1 9-8-0 1 12-2-0 1 14-9-8 I 1-8-0 0-1-8 2-7-8 1-11.4 0.1-8 0.11-0 0-11-0 1-4-4 2.60 2-7-8 Plate Offsets(X.Y)-- I1:Edge,0-0-121,114:0-1-8,Edgel,118:0-1-8,0.0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.11 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.17 12-13 >933 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.02 10 n/a n/a BCDL 5.0 I Code FBC2014ITPI2007 (Matrix) Weight:82 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=648/0-3-8,16=1375/0-5-8 Max Gray 10=656(LC 4),16=1375(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 17-18=-490/0,1-18=-489/0,2-3=0/572,3-0=626/192,4-5=-1335/0,5-6=-1335/0, 6-7=136110,7-8=-942/0 BOT CHORD 16-17=572/0,15-16=-359/196,14-15=-17/1087,13-14=0/1335,12-13=0/1335, 11-12=0/1291,10-11=0/575 WEBS 5-14=-430/0,2-16=-637/0,2-17=0/770,3-16=-989/0,3-15=0/651,4-15=-701/0, 4-14=0/720,8-10=-833/0,8-11=0/546,7-11=519/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1 i f�I�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 `0%::::S A. , '��.,be attached to walls at their outer ends or restrained by other means. %'o0 ..••• 4B "5)CAUTION,Do not erect truss backwards. ; �1(,E N S'�•.'9 �j� LOAD CASE(S) Standard -NO-39380._-_-:-- 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 * - • Uniform Loads(plf) -- Vert:10-17=-10,1-9=-100 Concentrated Loads(Ib) -_. f ,__ .1 r.—6. Vert:1=-423 .. - -� :O •MATE .kr: •,•S'S/0 N A�r„.• ��%%• FL Cert. 6634 June 3,2015 1 M A WARNING-Verify design ammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*411.7473 rev.02/14/2015 BEFORE USE. • Design valid for use only with Mifek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown NI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M l iek' fabrication.quality control storage,delivery,erection and bracing.consult ANSI/fPll Qualty Cdledo,DSB-89 and BCSI BuidIng Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 t• 0 yob Truss Truss Type Qty Ply Elite Homes 150823 150823 GI Hall Hip 4 1 17126108 TRUSSMA BUILDING COMPONENTS, Midway,GA,31320 Job Reference(ootionall RT 7.620 s Apr 30 2015 MRek Industries,Inc Wed Jun 03 13:31:14 2015 Page 1 ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-arfhKm4F5cOvGJJKSvVA3 cwdVRAjhyQWcSwUBzA_sR 6-3-12 12-6-8 ■8.3.12 6-2-12 I 1 3--38 9-8 I 6x6= 1.5x4 I I Scale=1:41.3 3 13 14 4 a it 6.00 FIT 12 1.5x4 \\ 2 . . 11 1 c.I 7 6 15 16 0 3x4= 3x4 = 3x4= 5 3x8 II 3x4 = 1 8-0-12 I 16-4-0 8-0-12 8-3-4 Plate Offsets(X,Y)- 11:0-3O,Edael.11:0-0-0,0-1-41.13:0-3-0.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (IOc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.18 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.36 5-7 >546 180 BCLL 0.0 • Rep Stress Incr YES WB 0.69 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:89 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 q 9 be installed during truss erection,in accordance with Stabilizer Installatjonguid. REACTIONS. (lb/size) 5=647/0-3-8,1=647/Mechanical Max Horz 1=328(LC 12) Max Uplift 5=-258(LC 12),1=-156(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-1029/208,2-11=917/225,2-12=-892/219,3-12=-813/250 BOT CHORD 1-7=-437/947,6-7=-153/328,6-15=-153/328,15-16=-153/328,5-16=-153/328 WEBS 2-7=420/327,3-7=-232/745,3-5=-646/320 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCOL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; ,111111111/// MWFRS(envelope)automatic zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-8,Exterior(2)12-6-8 to 16-2-4 zone;C-C ,%0_� •PS A q ///, for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water parading. `.•0 ......... (.e 'i, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :/.,N-..� •V�C E N ...,'4 i, 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 • . 1, ✓ fd between the bottom chord and any other members,with BCDL=10.Opsf. X4"0. 39380M.-•- 6)Refer to girder(s)for truss to truss connections. * ;• ; a;'; 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 258 lb uplift at joint 5 and 156 lb uplift at - -- joint 1. - s ::8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7,0 .::::;.°,...°,;(‘-;<‘...19:-..0•42.41--A-. TE 9.411•1'1...0...-:44/%4117:: • i, ��N A��c1.`•• FL Cert. 6634 June 3,2015 l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. • Design valid for use only with Mifek connectors.This design is based only upon parameters shown.and is for an individual building component. Mli Apptcabilty of design parameters and proper incorporation of component is responsibility of building designer•not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabricotiion.quality control,storage.delivery.erection and bracing.consult ANSI/TPI1 Quality CrXada.DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute.781 N.lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 A A ` 4 l Job Truss Truss Type thy Ply Elite Homes 150823 150823 H Half Hip 2 1 77128109 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 Job Reference(notional) 7.620 s Apr 30 2015 MRek Industries,Inc.Wed Jun 03 13:31:15 2015 Page I ID:XnFZgYK49VQVILB1K6g4tkzA2x8-22D4X64tsw8mtTuX0d1PcC83UvnaSDJZIGBUOdzA__SQ 1 1-0.0 I 7-10-14 l 7-1-2 0-2 15-10-0 7- 110 _ Stale=1:34.2 4.00 12 4x8 1.5x4 I I 5 14 6 jT 3x4 13 3x4 4 n 3 1 e 12 2 Pm normear d IMP i7. 3x4= 8 .4 1.5x4 II 7 4x6= I 7.10-14 15-10-0 7-10-14 l 7-11-2 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.10 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.27 7-8 >698 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 ; Code FBC2014/TPI2007 (Matrix-M) Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=603/0-3-8,2=715/0-5-8 Max Horz 2=285(LC 8) Max Uplift 7=-252(LC 8),2=-249(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-1394/480,3-12=-1097/259 BOT CHORD 2-8=687/1569,7-8=-422/1097 WEBS 3-8 /337,5-7=387/319,3-7=-1094/411 NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 15-0-0,Exterior(2)15-0-0 to 15-8-4 `1 i f Al I s f., zone;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. �� PS I. ,[I �I, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •%. 0 ••" ' e i' 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 .. N- •'•\ - E!v-••• y ,, fit between the bottom chord and any other members. :• �' •'.�- 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 252 lb uplift at joint 7 and 249 lb uplift at :• Pd'S 39380,._..._;.- joint 2. *- * • - �, 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - "� �� ATE '�/� �''s`S��NA�E��`∎% FL Cert. 6634 June 3,2015 1 1 A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MUSK REFERANCE PAGE P411-7473 rev.02/16/2015 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown n for lateral support of individual web members only.Additional temporary bracing to insure stabifty during construction is the responsibility of the Mirek' erector. Additional permanent bracing of the overall structure is the responsibily of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing.consult ANSI/TP11 Quality Crtlerta,D58.89 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 i i Job Truss Truss Type Qty Ply Elite Homes 150823 77126110 150823 HJ1 Diagonal Hip Girder 4 1 TRUSSMART BUILDING COMPONENTS. Midway.GA 31320 Job Apr 302015 MiTek In us aY• 7.820 s Apr 30 2015 MTak Industries.Inc.Wed Jun 03 13:31:16 2015 Page 1 ID:XnFZgYK49vQVfLB1 K6g4tkzA2xS-WEmSIS5VdDGdVdTjaKYe8PhGbJ9lBhDjzwxl Y4zA_sP I 2-1-7 I 5-1-3 I 9-9-5 l 2-1-7 5-1-3 4.8.1 4 I Scale=1:23.7 14 e 13 4.24 12 3x4 3 12 OM M. 11 2 • llr_I Y 15 18 7 n 6 2x8 = 1.5x4 I I 3x4 =5 I 5-1-3 I 9-8-10 9-90 5-1-3 4-7-7 0411 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:42 lb FT=20% 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=135/Mechanical,2=428/0-7-6,5=263/Mechanical Max Horz 2=225(LC 4) Max Uplift4=-97(LC 4),2=-182(LC 4),5=-80(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-625/321,11-12=535/234,3-12=-539/197 BOT CHORD 2-15=-375/580,15-16=-265/531,7-16=-265/531,7-17=-265/531,6-17=-265/531 WEBS 3-6=-579/289 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl..GCpi=0.18; MWFRS(envelope)gable end zone;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 `1j1111f j�T fit between the bottom chord and any other members. ``��t CJ i/�� 4)Refer to girder(s)for truss to truss connections. ` -^ Q A 'j 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 4,182 lb uplift at joint 2 ��0 •I\\•'•••• �e '�� and 80 lb uplift at joint 5. .�• G E N S•'•.'9 �� 6)"Sem1-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ••,`'✓ 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)73 lb down and 88 lb up at 1-6-1, Z :• • 3938 I 73 lb down and 88 lb up at 1-6-1,82 Ib down and 69 lb up at 4-4-0,82 Ib down and 69 lb up at 4-4-0,and 99 lb down and 111 Ib up at r, * 7-1-15,and 99 lb down and 111 lb up at 7-1-15 on top chord,and 2 lb down and 50 lb up at 1-6-1,2 lb down and 50 lb up at 1-6-1,10= /✓ lb down and 14 lb up at 4-4-0,10 lb down and 14 lb up at 4-4-0,and 24 lb down and 5 lb up at 7-1-15,and 24 lb down and 5 lb up at = r 7-1-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. •-�• • - ' 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -"=... ATE • :•4/ LOAD CASE(S) Standard i''��•'•:°4 0 R 1 p Q:•'"' 1)Uniform Load Live m60,5-8=-20 d umber Increase=1.25,Plate Increase=1.25 e,'�SS�O N A1, -S Concentrated Loads(Ib) ' ,/H 1111110 Vert:11=55(F=27,6=27)12=46(F=23,B=23)13=-51(F=25,B=-25)15=58(F=29,B=29)16=5(F=3,B=3)17=-32(F=-16.B=-16) FL Cert. 6634 June 3,2015 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mack connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsiaility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure slabitty during construction B the responsibility of the erector.Additional per anent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. fabrication.quality control storage.delivery.erection and bracing.consult ANSI/TP11 Qual ty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 40b x Truss Truss Type [Qty IPIy Bide Homes 150823 150823 HJ2 Diagonal Hip Girder 4 I 77128111 TRUSSMART BUILDING COMPONENTS, Midway,G0.31320 Job Reference[optional) 7.620 s Apr 30 2015 MITek Industries,Inc Wed Jun 03 13:31:16 2015 Page 1 ID:XnFZgYK49VQV(LB1K6g4tkzA2xS-WEmSIS5VdDGdVdTjal(Ye8PhHeJFtBlFjzwx1Y4zA sP I -2-1-7 2.65 2-1-7 I 2.65 Scale e 1:10.2 3 8 4.24 iTi. 2 )( 9 4 1 2x8= I 2.65 I 2-65 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.01 4-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=11/Mechanical,2=222/0-7-6,4=-18/Mechanical Max Horz 2=99(LC 4) Max Uplift3=41(LC 19),2=-153(LC 4),4=-46(LC 19) Max Gray 3=38(LC 22),2=222(LC 1),4=40(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-363/373 BOT CHORD 2-9=-402/374 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; MVVFRS(envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. '1 t t t t s�/ 3)Gable studs spaced at 2-0-0 oc. ��%,` .1 A. ,,�� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P. q 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 �0 Q0••G•E•N•• <e ie fit between the bottom chord and any other members. \ S'• •. 9 6)Refer to girder(s)for truss to truss connections. ��.'• �' F •.?� i. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 3,153 lb uplift at joint 2 • • 39 3 8 0_ .• and 46 lb uplift at joint 4. * : • a.,,1 r'.,, 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. : 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)73 lb down and 88 lb up at 1-6-1, and 73 lb down and 88 lb up at 1-6-1 on top chord,and 2 lb down and 50 lb up at 1-6-1,and 2 lb down and 50 lb up at 1-6-1 on bottom Q:` - chord. The design/selection of such connection device(s)is the responsibility of others. O ATE • �� 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). . T• ••.,('< Q P••\ `,� LOAD CASE(S) Standard #e ........R \ •� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �1 ss/ A \ �s Uniform Loads(plt) ��1,,�N A�tttt�` Vert:1-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:8=55(F=27,B=27)9=58(F=29,B=29) FL Cert. 6634 June 3,2015 1 1 A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.02/16/2015 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. Applicability of design parameters and proper incorporation of component is responsibility of budding designer-not truss designer.&acing shown NI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Additional permanent brocing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control storage.delivery.erection and bracing,consult ANSI/TPI1 Qualify Criteria,D9.89 and BCSI bolding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33810 c, 1 • 'Job Truss Truss Type Qty Ply Elite Homes 150823 17128112 150823 HJ3 Diagonal Hip Girder 2 1 TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.620 8 ix 30 2015 MiTek Industries,Apr 30 2015 MTek Indualnes.Inc.Wed Jun 0313:31:172015 Page 1 ID:XnFZgYK49vQVILB1 K6g4tkzA2xS_QKgyo67OXOU7n2v713thdERaiVcw8gsCZga5WzA__s0 1 -1-5-0 1 5-3-9 I 995 1 1-5-0 5-3-9 4-5-11 Scale=1:21.1 14 4 •rl 2.83 12 13 3x4 3 12 tso 11 2 II1 IrEs Ill tttltt� H W15 18 7 17 8 2x8= 1.5x4 II 3x4— 5 I 5-3-9 I 9-8-7 9-9r5 5.3.9 4-4-14 0413 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 • Rep Stress Incr NO VVB 0.30 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:39 lb FT=20% 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=134/Mechanical,2=318/0-7-6,5=267/Mechanical Max Hors 2=138(LC 19) Max Uplift4=-77(LC 4),2=-140(LC 4),5=-54(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-747/248,11-12=-781/239,3-12=-744/228 BOT CHORD 2-15=-270/739,15-16=-270/739,7-16=-270/739,7-17=-270/739,6-17=-270/739 WEBS 3-6=-775/283 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone;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 1 1 f f l fit between the bottom chord and any other members. �� /// 4)Refer to girder(s)for truss to truss connections. ��` PS A. 4 /it 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 lb uplift at joint 4,140 lb uplift at joint 2 ,.." 0 • • ........••• ��i� and 54 lb uplift at joint 5. \ S'•'•.'9 • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •'' •�• _ ,fi 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)64 lb down and 75 lb up at 1-6.1. ND 3 9 3 80__..-,. ;,:. 64 lb down and 75 lb up at 1-6-1,77 lb down and 61 lb up at 4-4-0,77 lb down and 61 lb up at 4-4-0,and 89 lb down and 96 lb up at • * u h 7-1-15,and 89 lb down and 96 lb up at 7-1-15 on top chord,and 47 lb up at 1-6-1,47 lb up at 1-6-1,7 lb down and 14 lb up at 4-4-0,7-• lb down and 14 lb up at 4-4-0,and 22 lb down and 4 lb up at 7-1-15,and 22 lb down and 4 lb up at 7-1-15 on bottom chord. The . _ design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i;@f>' I AT E LOAD CASE(S) Standard �i�'��•;C� 0 R ,::°-P ■C'‘...t::::14:41::::::::: 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �i� s•'•••.Uniform Loads(4-60,5-8=-20 ��/S'"O N A�E � Concentrated Loads(Ib) Vert:11=150(F=75,B=75)12=42(F=21,B=21)13=-51(F=-26,B=-26)15=50(F=25,B=25)16=-6(F=-3,B=-3)17=-39(F=-20, B=-2 0) FL Cert. 6634 June 3,2015 1 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 181•7473 rev.02I18/2015 BEFORE USE. • Design void for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual buiding component. Apprcobiity of design parameters and proper incorporation of component is responsbiily of bulding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsiblity of the building designer.For general guidance regarding MR** fabrication.quality control,storage.delivery.erection and bracing.consult ANSI/TPI1 Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1 ' Job Truss Truss Type Qty Ply Elite Homes 150823 17126113 150823 I Hall Hip 2 1 TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 Job Reference 32015 ITA Indus Y 7.620 s Apr 30 2015 MRek Industries,Inc.Wed Jun 03 13:31:18 2015 Page 1 ID:XnFZgYK49vOVfLB1 K6g4tkzA2xSSduC98719rWLkxc6hla6Dgmcs6pxfbgORDQ8dyzA_sN 1 -1.0-0 1 6-10-14 I 13-0-0 I 15-10-0 1-0-0 6.10-14 6-1-2 2-10-0 Scale=1:30.7 608 1.5x4 II 4 13 5 4.00 12 12 1.544 \\ u. 3 r e. O 11 N 2 4 r [1 p 7 3x4 = 3x4 = 6 3x4 = 8-7-1 15-10-0 I 8-7-1 7-2-15 Plate Offsets(X,Y)- [2:0-2-0,Edael,[4:0-3-0.0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.07 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.20 7-10 >931 180 BCLL 0.0 • Rep Stress Ina YES WB 0.32 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.1-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=711/0-5-8,6=606/0-3-8 Max Horz 2=251(LC 8) Max Uplift2=256(LC 8),6=-246(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=1271/339,3-11=-1127/355,3-12=-965/255,4-12=910/276 BOT CHORD 2-7=496/1406,6-7=153/338 WEBS 3-7=-462/310,4-7=212/759,4-6=-628/299 NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 13-0-0,Exterior(2)13-0-0 to 15-8-4 ,0111111i/it zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� Ii 2)Provide adequate drainage to prevent water ponding. %%� PcJ A ,1/nn�"j 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s' 0 •........ `c7 ��i 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 %. N- • ••Ci E S'•••.'9 �i fit between the bottom chord and any other members. : V - ••,Ii 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 256 lb uplift at joint 2 and 246 lb uplift at ' • 393 8•.v - r.• joint i- = * : y 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - nn•. J_ - -yr.wG... - .-. 9 �r.2/ ."�': ATE • • �/ ihi 'ONAl 00 FL Cert. 6634 June 3,2015 ■ ■ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. • Design valid for use only with MiTek connectors.This design a based only upon parameters shown.and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabilty during construction's the responsibility of the M iTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding fabrication.qualify control.storage.delivery.erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avatable from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 -F 1 i Job Truss Truss Type Illy Ply Bite Homes 150823 ' 17128114 150823 J Half Hip 2 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.820 8 Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:18 2015 Page I ID:XnFZgYK49VQVfLB1 K6g4tkzAaBSduC98719rWLkxc&hla6Dgmex6pofY8ORDQ8dyzA_sN 1 -1.0-0 1 5-10-14 I 11-0-0 I 15-10-0 1 1.0.0 5-10-14 5-1-2 4-10-0 Scale=1:28.4 6x8 = 1.5x4 II 4 13 14 15 5 e u 4.00 12 1.5x4 *� 12 3 N CI 11 2 i aril 111 LI d �� 7 3x4= 3x4 = 6 3x4= I 8-2-2 1 15-10-0 1 8-2-2 7-7-14 Plate Offsets(X,Y)— (4:0-3-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.22 6-7 >873 180 BCLL 0.0 • Rep Stress Incr YES WB 0.49 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=708/0-5-8,6=610/0-3-8 Max Horz 2=216(LC 8) Max Uplift2=-263(LC 8),6=-238(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1300/398,3-11=-1265/414,3-12=-9931264,4-12=-948/282 BOT CHORD 2-7=-521/1241,6-7=-243/582 WEBS 3-7=424/286,4-7=-102/544,4-6=-712/307 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 11-0-0,Exterior(2)11-0-0 to 15-2-15 `` ,`,S 1 Al 1I,, zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� t. 2)Provide adequate drainage to prevent water ponding. ,‘ P qr 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � � •. '�•J�E N• • B ��i�Al 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 ■ sc.."' c••'�\ Ss'• 7,1• fd between the bottom chord and any other members. - '. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 263 lb uplift at joint 2 and 238 lb uplift at `* :: I!3938 joint 6. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,"�.A.,..w. - _.. fir z l AT E tr • 4/ .�,',SSIONA '��`,, FL Cert. 6634 June 3,2015 4 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFENANCE PAGE 601•7473 1•7473 rev.02/16/2015 BEFORE USE • Design valid for use only with MiTek connectors.This design a based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsiblity of buiding designer•not truss designer.Bracing shown __ is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek. erector.Additional permanent bracing of the overai structure is the responsibility of the buiding designer.For general guidance regarding fabrication.quality control storage.delivery.erection and bracing.consult ANSI/fPIT Qualify Criteria,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 t A s 4•31) r Truss Truss Type Qty Ply Elite Homes 150823 T7126115 150823 J1 Jack-Open 4 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.820 a Apr 30 2015 MiTek Industries"Inc.Wed Jun 03 13:31:19 2015 Page 1 ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-wpSaNU8Nw8eCM4BIFS5Lm2JsBWIN06?9I19h9PzA_sM I 1-0-0 1 1-0-0 i 1-0-0 1-0-0 Scale=1:6.2 3 4.00 12 2 rit 1 II III INN II V M 4 2x4= I 1.0-0 I 1.0.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=10/Mechanical,2=129/0-5-8,4=3/Mechanical Max Horz 2=41(LC 8) Max Uplift3=-4(LC 12),2=-95(LC 8) Max Gray 3=10(LC 3),2=129(LC 1),4=10(LC 3) 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=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;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. .011111/fill 4)Refer to girder(s)for truss to truss connections. ``�� S iii 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 95 lb uplift at joint 2. ,� .A P A q� �i�� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,�, Q ••........ ' i• Zit"— 39380_ ATE • .•• I E-II, �O N A `s% ,, FL Cert. 6634 June 3,2015 4 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 811.7473 rev.maw$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. Mli• Applicability of design parameters and proper incorporation of component is responsbity of building designer•not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/TP11 Quality Criteria,DS6-89 and BCSI Building Component 6904 Parke East Blvd. I Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312"Alexandria"VA 22314. Tampa.FL 33610 laob 150823 Truss J2 Truss Type Jack-open Qty Ply 4 1 Elite Homes 150823 77126116 i.' • Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA 31320 7.620 a Apr 30 2015 Mi Tek Industries,Inc.Wed Jun 03 13:31:20 2015 Page 1 ID:XnFZgYK49vQVfL81K6g4tkzA2xS-0?ozag80hSm3 EmUpAcaJFslxwes7ZFIuXvFhrzA_sL -1.0.0 3-0-0 1-0-0 3-0-0 Scale=1:9.6 Refer to MiTek"TOE-NAIL"Detail for connection to 3 supporting carrier truss(typ all applicable Jacks on this job) 8 4.00 12 rT c5 N 2 d N d 1 4 2x4— I 3.0-0 I 3.0.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=64/Mechanical,2=202/0-5-8,4=32/Mechanical Max Horz 2=75(LC 8) Max Uplift 3=-44(LC 12),2=-104(LC 8) Max Gray 3=64(LC 1).2=202(LC 1),4=45(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101 mph;TCDL=6.0psf;BCDL=6.0psf;h=2511;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 2-11-4 zone;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. 101111111/iii. 4)Refer to girder(s)for truss to truss connections. �� I1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 3 and 104 lb uplift at joint ♦,♦O`^Q„S,A• A, ,,,,• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; �. ��G E N S'�.•'9 • * ; `39380._-. _ . - j' ._ tr Z :'P-: - ATE • ; <U: 2 ,,;spNA,1;`,`% FL Cert. 6634 June 3,2015 a A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII•7473 rev.02/19/2015 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer•not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibilty of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery.erection and bracing.consult ANSI/Tail Qualify Criteria,055-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33810 / bb Truss Truss Type Qty Ply Elite Homes 150823 17126117 150823 J3 Jack-Open 4 1 Job Reference(ootionall TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.620 s Apr 30 2015 MITek Industries.Inc.Wed Jun 03 13:31:20 2015 Page 1 ID:XnFZgYK49vQVILB1K6g4tkzA2xS-09 0zag80hSm3_EmUpAcaJFs?Owc17ZFIuXvFhrzA sL -1-0-0 5-0-0 1.0.0 5-0-0 Scale=1:13.2 3 4.00 12 8 • 2 ,.s moos dl 1 4 2x4= 5-0-0 I 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=110/Mechanical,2=299/0-5-8,4=48/Mechanical Max Horz 2=110(LC 8) Max Uplift3=-79(LC 12),2=-132(LC 8) Max Gray 3=110(LC 1),2=299(LC 1),4=76(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=598/346 BOT CHORD 2-4=-470/691 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 4-11-4 zone;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. ,t,t 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 ,�� S A, 446%,,,# fit between the bottom chord and any other members. `� P 4)Refer to girder(s)for truss to truss connections. � Ci E N r 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 132 lb uplift at joint ♦�,� �\ SAC`'•4,4 ✓ 2• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. NT) 3938 — • 1-KT E •• S �/// /O N A� 0% FL Cert. 6634 June 3,2015 • A WARNING•Verify design perimeters and READ NOTES ON THIS AND INCLUDED MITEI<REFERANCE PAGE 8411-7473 row.0V1612018 BEFORE USE. Design valid for use only with MiTek connectors.This design B based only upon parameters shown,and is for an individual building component. 1• Applicability of design parameters and proper incorporation of component is responsibiity of buiding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibisty of the buiding designer.For general guidance regarding MiTek• fabrication.quality control storage.delivery,erection and bracing,consult ANSI/TPI1 Qua11y CrMeria,058-89 and BCSI Balding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 • 33b • Truss Truss Type Qty Ply Elite Homes 150823 T7126118 150823 J/ Jack-Padlal 10 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.6220 s Apr 30 2015 MITek Industries,Inc.Wed Jun 03 13:31:21 2015 Page 1 ID:XnFZgYK49vOVfLBIK6g4tkzA2xS4 CaLoA9eSmuwcOLgMt7prT06 9KvLsOVS7Be0EHzA sK -1-0-0 7-0-0 I 1-0-0 7-0-0 Scale=1:16.5 3 10 4.00 12 vt N 9 ^ N 6 N 8 N 2 b 1 4 2x8 = 7.00 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.16 4-7 >513 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=156/Mechanical,2=399/0-5-8,4=63/Mechanical Max Horz 2=145(LC 8) Max Uplift3=-114(LC 8),2=-163(LC 8) Max Grav 3=156(LC 1),2=399(LC 1),4=106(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=1229/547 BOT CHORD 2-4=-736/1438 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 6-11-4 zone;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. 1)11111......... 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 ��```11r5 A � frt between the bottom chord and any other members. .s P` 4)Refer to girder(s)for truss to truss connections. %N. Q •*•G•E i� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at joint 3 and 163 lb uplift at � `••• S •••'joint 2. . 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • 39 3 8 0.. * . ATE • • ;I0'<`�S;°s- 0 R gyp?• \�• illSAONA`• -% 11/1/1111111�� FL Cert. 6634 June 3,2015 r f A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. • Design valid for use only with MiTek connectors.This design ee based only upon parameters shown,and is for an individual building component. Applicabibty of design parameters and proper incorporation of component is responsbility of building designer-not truss designer.tracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Mirek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control storage.delivery.erection and bracing.consult ANSI/TPIT Quality Criteria,09-89 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Trans Plate Institute.781 N.Lee Street,Suite 312.Alexandra.VA 22314. Tampa,FL 33610 It 1 Yob , Truss Truss Type Qty Ply Elle Homes 150823 17126119 f 150823 J5 Jack-Partial 24 1 Job Referenceloptionall TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.620 s Apr 30 2015 MTek Industries.Inc.Wed Jun 03 1331:21 2015 Page 1 ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-tCaLoA9eSmuwcOLgMt7prTO5oKvFsOVS7BeoEHzA_sK -1.8-0 ) 3-7-8 } 7-0-0 I 1.8-0 3-7-8 3-4-8 Scale=1:23.3 3 x • 8.00 I 12 - 2 so 9 J,rA A - - 10 i 2 Pi; `I 1 ►S 4 3x4 = I 7.0.0 I 7.0.0 Plate Offsets(X,Y)— 12:0-0-4,0-0-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.16 4-7 >516 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:25 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=156/Mechanical,2=433/0-5-8,4=60/Mechanical Max Horz 2=208(LC 12) Max Uplift3=-118(LC 12),2=-136(LC 12) Max Gray 3=156(LC 1),2=433(LC 1),4=106(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=1152/535 BOT CHORD 2-4=-1001/1691 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 6.11.4 zone:C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `.01,1111111/11, 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,� S A //�, 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 ♦ 3 • q�e ,, fit between the bottom chord and any other members. ��Q� 4)Refer to girder(s)for truss to truss connections. ,`∎ v\G E N S�.•-.9,% 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 118 lb uplift at joint 3 and 136 lb uplift at ,.., joint 2. = fdo 39380_.—: 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '{ 1.Cr= '•, S� �� • i'S 0 N A�EN ,I11111 FL Cert. 6634 June 3,2015 ■ _ ■ A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11•7473 rev.02/160015 BEFORE USE. Design valid for use only with Muck connectors.This design is based only upon porometers shown.and is for on individual building component. _l• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector.Addtional permanent bracing of the overal structure is the responsibility of the building designer.for general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TP11 Quolty Cdterla.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 . a Job r Truss Truss Type Qty Ply Elite Homes 150823 17126120 150823 Jfi Jack-Open 18 I Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.620 s Apr 30 2015 Mrrek Industries.Inc.Wed Jun 03 13:31:22 2015 Page 1 ID:XnFZgYK49vQVBLB1K6g4tkzA2xS-L08j?VAGD3OnDYwlwb f2OgxLVjJebTkbMrOLmjz sJ I -1.8-0 I 1-0-0 ---1 1-6-0 1-0-0 Scale=1:8.4 3 1 8.00 FE 1 2 d 1 MV4:: 4 1 2x8 = I 1-0-0 I 1A0 Plate Offsets(X.Y)— 12:0-4-12.0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=-3/Mechanical,2=191/0-5-8,4=15/Mechanical Max Horz 2=61(LC 12) Max Uplift3=-3(LC 1),2=-94(LC 12),4=15(LC 1) Max Gray 3=10(LC 8),2=191(LC 1),4=18(LC 16) 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=6.0psf;BCDL=6.0psf;h=25f1;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;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 ,,��111111!//// fA between the bottom chord and any other members. �0� S A. //I 4)Refer to girder(s)for truss to truss connections. ^ A� /4 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 lb uplift at joint 3,94 lb uplift at joint 2 and ....%‘0\\1\.';C E N e,9 � 15 lb uplift at joint 4. :L''Z`." \' S�•.•' , • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3938 • ":".13-.--.--- ATE_ 7"F�- •�, 4* '• R 1 p \ `S rS FL Cert. 6634 June 3,2015 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6611.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with h4Tek connectors.This design is bosed only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Mire k' erector.Additional permanent bracing of the overol structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage.delivery.erection and bracing.consult ANSI/TPI1 Quality Crieda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tens Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Elite Homes 150823 77126121 150823 J7 Jack-Open 8 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:22 2015 Page 1 ID:XnF2gYK49vQVfLB1K6g4tkzA2xS-L08j?VAGD3OnDYwlwbf2OgxLVjJLbTkbMrOLmjzA_sJ I 1 6 0 I 3.0.0 I 1.8.0 3-0-0 Scale=1:13.5 3 6.00 12 8 2 1 4 1 2x4 3-0-0 3-0-0 Plate Offsets(X,Y)— [2:0-4-4,0-0-4[ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=62/Mechanical,2=241/0-5-8,4=26/Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-52(LC 12),2=-89(LC 12) Max Gray 3=62(LC 1).2=241(LC 1),4=45(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)-1.6-13 to 1-5-3,Interior(1)1-5-3 to 2-11-4 zone;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 0111111i/h. fit between the bottom chord and any other members. S A �� 4)Refer to girder(s)for truss to truss connections. %%%%%0%%1N, 4� ,,� ••.... 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 3 and 89 lb uplift at joint `� 0 C E N 2. S•' q�'. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. % �•• �\ ,.. �•••'. 4'6 39380.._.._-- * . -r - 1 ATE " FL Cert. 6634 June 3,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/1812015 BEFORE USE. • Design valid for use only viith MiTek connectors.This design is based only upon porometers shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsiblity of buiding designer-not truss designer.Bracing shove is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek- erector.Additional permanent bracing of the overal structure is the responsibikty of the building designer.For general guidance regarding fabrication,quality control.storage.delivery.erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 4 It t ,Wb • Truss Truss Type Qty Ply Elite Homes 150823 17126122 150823 J8 Jack-Open 8 1 Job Reference(ootiona 1 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.620 s Apr 30 2015 MiTek IndusUies.Inc.Wed Jun 0313:31:23 2015 Page 1 ID:XnFZgYK49vQVILB1K6g4tkzA2xS-pai5DrBu N8enV3UlAHwuUWL7dhKw_IaV7vlAzA_sl I -1-8.0 I 5-0-0 I 1$0 5-0-0 Scale=1:18.9 • 3 1� 8.00 12 "' 2 2 N 8 A 11101j4 4 • ►� 2x4= 5-0-0 I I 5-0-0 Plate Offsets(X,Y)-- 12:0-4-0,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=110/Mechanical,2=335/0-5-8,4=44/Mechanical Max HOrz 2=164(LC 12) Max Uplift3=-94(LC 12),2=-110(LC 12) Max Gray 3=110(LC 1),2=335(LC 1),4=76(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-536/326 BOT CHORD 2-4=-628/785 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18: MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 4-11-4 zone;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1111111111g/4 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ‘��` S A. I,. 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 N:), --^^P A1 e•,� fit between the bottom chord and any other members. ,.- O\v:• G E N S•• '9 '.� 4)Refer to girder(s)for truss to truss connections. �1,_ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 3 and 110 lb uplift at joint ••. 9 3 F ••'.`/ 2. 3938!. --.._ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. * : ATE S :�1(/� 1:-0*. zr 1111111 FL Cert. 6634 June 3,2015 1 _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE*411.7473 rev.02/16/2015 BEFORE USE. • Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicabiiy of design parameters and proper incorporation of component is responsibiity of bolding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overal structure Is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage.delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 Y A ■ JCb Truss Truss Type Qty Ply Elite Homes 150823 T7126123 150823 J9 Jack-Partial 18 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:23 2015 Page 1 ID:XnFZ9YK49vQVILB1K6g4tkzA2xS,pai5DrBu N8enV3UlAHwuUWF7fuKw_IaV7v1AzA_sl I -1.8-0 I 1-0-12 I 1-10-8 I 1.60 1-0-12 0-9-12 Scale=1:10.6 3 , 8 6.00 riT A CS et N 2 i d d 1 Illrg... 11 MilliMill M ..M. 1 'IM 4 2x4= I 1-10-8 I 1-10-8 Plate Offsets(X,Y)— [2:0.4-0,0.0.41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (lac) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=200/0-5-8,4=11/Mechanical,3=32/Mechanical Max Horz 2=83(LC 12) t Max Uplift2=-83(LC 12),3=-27(LC 12) Max Gray 2=200(LC 1),4=26(LC 3),3=32(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=6.Opsf;BCDL=6.0psf;h=25f1;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 1-10-6 zone;C-C for members and forces 8 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 ,`01111111/11�� fit between the bottom chord and any other members. �� S ‘1/47v..s,:1•.4..&11,9i:iiy,....., 4)Refer to girder(s)for truss to truss connections. �� P 5 Provide mechanical connection b others of truss to bearin late ca able of withstandin 83 lb u lift at joint 2 and 27 lb u lift at joint ∎� •'•• 3.6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,., 3938 -- • ATE- I • •�0,n�S., O R `0 P`\,,.�\ `• i,,1,SX10NA� �0- FL Cert. 6634 June 3,2015 1 ' A WARNING•Verify design parameters and READ NOTES ON TIPS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.02/1112015 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. Applicabilty of design parameters and proper incorporation of component is responsbfity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Additional permanent brocng of the overall structure is the responsibiity of the building designer.For general guidance regarding fabrication.quality control.storage,delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria.058.89 and!SCSI Building Component 6904 Parke East Blvd. Safety Information avaiable horn Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 f • Jbb • Truss Truss Type Qty Ply Elite Homes 150823 17126124 150823 K Half Hip 2 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.6220 s Apr 30 2015 MTek Industries,Inc.Wed Jun 0313:31:24 2015 Page 1 ID:XnFZgYK49VQVfLB1 K6g4tkzA2xS-HnFTQBB WkgGVTs4F20hWf50a 9Xs131?up9tSgczA_sH 1 -1.0-0 I 5-1-15 I 9-0-0 I 15-10-0 I 1-0-0 5.145 3-10-1 8.10-0 Scale=1:28.8 5x8= 38= 4 12 13 14 5 E-1 4.00')2 1.5x4 3 d 4. A 4 11 2 d ►�/ ►r. 7 3x4= 3x8 = 8 2x4 I I I 9-0-0 I 15-10-0 I 9-0-0 8-10-0 Plate Offsets(X.Y)— I2:0-2-0,Edgel.14:0-4-0,0-2-3j LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.23 7-10 >826 180 BCLL 0.0 ' Rep Stress Inc/ YES WB 0.34 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=610/0.3-8,2=708/0-5-8 Max Horz 2=181(LC 8) Max Uplift6=-232(LC 8),2=-270(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1305/446,3-11=-1274/460,3-4=-950/293,4-12=-886/315,12-13=-886/315, 13-14=886/315,5-14=-886/315,5-6=-579/263 BOT CHORD 2-7=-533/1241 WEBS 3-7=389/256,5-7=-320/913 NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; 11)Still I/j MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 9-0-0,Exterior(2)9-0-0 to 13-2-15 ``�0 S A ,//,.' zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •% -A P q4 2)Provide adequate drainage to prevent water ponding. �•% 0' C ••N•• e9,� 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ♦ % •.••\ E r „*•.) ,j�1i�tz 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. 415- 3938 0 -*�-- 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 232 lb uplift at joint 6 and 270 lb uplift at "" * • joint 2. •' 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ -_ .(r= t--` - ATE ' ,'"l 'ONAV- `o FL Cert. 6634 June 3,2015 A WARNING•Welly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 88•7473 rev.02/16/2015 BEFORE USE. • Design valid for use only with Mick connectors.This design Is based only upon parameters shown.and is for on individual building component. Appicabiity of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown MB is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M-Tek' erector.Additional permanent bracing of the overal structure Is the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/TPI1 Quality Crtleda.051-89 and SCSI Building Component ■ 6904 Parke East Blvd. Safety Information available from Truss Male Institute.781 N.Lee Street.Suite 312,Alexandra.VA 22314. 1 Tampa,FL 33610 • t Job Truss Truss Type Qty Ply Elite Homes 150823 77126125 150823 LD Half Hip Girder 2 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:25 2015 Page 1 ID:XnFZgYK49vQVILB1K6g4tkzA2xS-IzpsdXC8V OM4 7fSbjCIOJZoHxBgofD22pc7N2zA_sG I -1-0-0 I 4-1-14 I 7.0-0 I 11-3-4 I 15-10-0 1 1-0-0 4-1-14 2-10-2 4-3-4 4-8-12 Scale=1:29.1 6x8= 1.5x4 I I 3x8= 4 13 5 14 15 6 4.00 12 e 8 3x4 3 V3 t� I. N 2 2/7 C e d '_ = ,sx8— 10 9 18 8 17 18 2x4 II 3x4= 4x12= 2x8 I I I 4-1-14 I 7-0-0 I 11-3-4 1 15-10-0 I 4-1-14 2-10-2 4-3-4 4.8.12 Plate Offsets(X,Y)— 12:0-3-0,0-1-91,14:0-3-0.0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl 2//d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.10 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.18 9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.72 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1220/0-3-8,2=1031/0-5-8 Max Horz 2=146(LC 23) Max Uplift7=-445(LC 4),2=-391(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2538/860,3-4=2266/787,4-13=-1741/633,5-13=-1741/633,5-14=-1741/633, 14-15=-1741/633,6-15=-1741/633,6-7=-1102/475 BOT CHORD 2-10=-886/2390,9-10=-886/2390,9-16=-762/2096,8-16=-762/2096 WEBS 3-9=288/208,4-9=-83/573,4-8=-402/172,5-8=-527/382,6-8=-681/1894 NOTES- 1)Unbalanced roof live loads have been considered for this design. ` , 111 f 1111 f/,J , 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; �� i, MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60 �%' •PS A. .A<e•I 3)Provide adequate drainage to prevent water ponding. �� Q\ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • �. . �\G E N'S 9�'ii 5)-This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .!� �, fA between the bottom chord and any other members. s .• ,,,t(1-6 39380— '• ;;. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 445 lb uplift at joint 7 and 391 lb uplift at " * joint 2. _ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ .. ,P/ :(ir 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 119 lb up at 7-0-0, --f.LA, ., E rF' .' , 96 lb down and 119 lb up at 9-0-12,96 lb down and 119 lb up at 11-0-12,and 96 lb down and 119 lb up at 13-0-12,and 96 lb down s- and 119 lb up at 15-0-12 on top chord,and 282 lb down and 69 lb up at 7-0-0,66 lb down at 9-0-12,66 lb down at 11-0-12,and 66 lb . ,,�••.,tN ...• ��; down at 13-0-12,and 66 lb down at 15-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility ", < ( 0 R \0 \ ,∎ of others. # kSN•........'• `�• 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� ,Q L LOAD CASES) Standard /,lI,I N AI I't'�� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIf) FL Cert, 6634 Vert:1-4=-60,4-6=-60,2-7=-20 June 3,2015 1 _ _ s A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rw.02/16/2015 BEFORE USE. �� Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an indrviduol building component,, Applicability of design parameters and proper incorporation of component is responsrbiily of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regordeng fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qualy Criteria.DSB-89 and SCSI Bulding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1 ` * s Jbb Truss Truss Type Qty Ply Elite Homes 150823 77128125 150823 U) Half Hip Girder 2 1 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.820 s Apr 30 2015 MITek Industries,Inc.Wed Jun 03 13:31:25 2015 Page 2 ID:XnFZgYK49vQVfLB1K6g4tkz 2x6-IzpsdXCBV_OM47fSbjCIOJZoHxBgofD22pc7N2zA_sG LOAD CASE(S) Standard Concentrated Loads(lb) Vert 9=-282(F)4=-96(F)5=-96(F)8=-43(F)13=-96(F)14=-96(F)15=-96(F)16=-43(F)17=-43(F)18=-43(F) 1 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED METEK REFERANCE PAGE M11.7473 rev.02/16/2015 BEFORE USE. ��• Design void for use only with Weir connectors.this design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsbtity of budding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Mirek' erector.Additional permanent bracing of the overall structure is the responsibiity of the building designer.For general guidance regarding fabrication,quality control,storage.delivery.erection and bracng.consult ANSI/tell Quality CrIteda,GSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 • t s Jab , Truss Truss Type Qty Pty Elite Homes 150823 T7126126' 150823 M Monoplch 6 1 TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:26 2015 Page 1 ID:XnFZgYK49vQVILB1K6g4tkzA2xS-D9NErtDmGIWCi9Ee9QL YW5v6LYZXCIBGTMZVVZA_sF 1 -1-0-0 1 8.2.2 I 15-10-0 I 1-0-0 8-2-2 7-7-14 4.00 ITF Scale:318"=1' 5 P ail 12 3x4 4 3x4% 0 1.1 1t do 2 a r Y b ►/ 7 O ►1 ►∎� 3x4 = 6 1.5x4 II 3x4 = I 8-2-2 I 15.10.0 I 8-2-2 7-7-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.09 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.23 6-7 >835 180 BCLL 0.0 • Rep Stress Incr YES WB 0.38 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:73 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=716/0-5-8,6=602/0-3-8 Max Horz 2=297(LC 8) Max Uplift 2=-246(LC 8),6=-256(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=1439/481,3-11=-1018/248 BOT CHORD 2-7=-696/1625,6-7=-421/1076 WEBS 3-7=0/335,3-6=1117/437 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 15-8-4 zone;C-C for members and forces ,,,r,11lilt 18,,.' &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� •S A- ,, 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .s P` 4 �,� 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 . 0'. •***E N • ' •• fit between the bottom chord and any other members. ��.'•\,\ 1 c• •••• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 246 lb uplift at joint 2 and 256 lb uplift at , - ! �, joint 6. 39380 "; 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. " it, �� _J :.:�-` ATE c7F�`".:� i FL Cert. 6634 June 3,2015 1 AWAR1ylN0•Verity design parameters and READ NOTES ON THIS AND INCLUDED MTV(REFERANCE PAGE MIl-7173 rev.02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for on individual building component. NI Applicability of design parameters and proper Incorporation of component is responsibility or budding designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibdty of the MINA'erector. Additional permanent tracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage.delivery.erection and bracing,consult ANSI/TPI1 Quality CrIterio.D55.89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormafion avalable from Tens Mole Institute.781 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 1 • 3. -kb Truss Truss Type Qty Ply Eike Homes 150823 17128127 150823 Mt Monopeth Structural Gable 4 1 Job Reference(Gotionall TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.620 s Apr 30 2015 MITek Industries.Inc.Wed Jun 03 13:31:28 2015 Page 1 ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-D9NErtDmGIWCi9Ee9O YW5yALZAXEQBGTMZvVzA_sF I -1-6-0 I 4-10-2 I 9-2-0 I 1.60 4-10-2 4-3-14 Scale=1:20.2 4 • 4.00 12 18 r 3 1 w 15 rr 2 r �� 1 C. �A 11 5 • 3x8= 3x8= 9-2-0 I 0.2- 9-0-0 Plate Offsets(X.Y)- 12:0-1-10.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.29 5-14 >370 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.30 5-14 >358 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:46 lb FT=20% 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 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=334/Mechanical,2=481/0-3-8 Max Horz 2=193(LC 8) Max Uplift 5=-168(LC 9),2=-192(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-810/1183,3-15=-486/337 BOT CHORD 2-5=-1357/873 WEBS 3-5=-526/418 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf BCDL=6.Opsf h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-9 to 1-5-7,Interior(1)1-5-7 to 9-0-4 zone;cantilever left exposed;porch ,,71111111 Jii right exposed;C-C for members and forces&MVVFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦�� S Q• �� 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ♦ P q Gable End Details as applicable,or consult qualified building designer as per ANSI/7P11. `%♦♦0 •G•E N' e �'i, 3)All plates are 1.5x4 MT20 unless otherwise indicated. •••\.," S&c••• I 4)Gable studs spaced at 2-0-0 oc. _ •. s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9v 0 3 9 3 8 0`- .�.,., 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 r, * : • �' fit between the bottom chord and any other members. - -. _ 7)Refer to girder(s)for truss to truss connections. r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 lb uplift at joint 5 and 192 lb uplift at + '"'- - : joint 2. ....�:. ' I AT E ,:��• 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. . i•• •T r. .ee',ss;. N Al•,...... �%♦♦♦ 1111 FL Cert. 6634 June 3,2015 A WARNING•Verily design parameters and READ NOTES ON THOS AND INCLUDED MITEK REFERANCE PAGE 1411.7473 rev.02/16/2015 BEFORE USE. • Design valid for use only with A41ek connectors.This design k based only upon parameters shown.and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer.not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to hive stabiity during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storoge,delivery.erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormalton available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 G Jb:1 Truss Truss Type Qty Ply Elite Homes 150823 17126128 150823 M2 Monopilch 10 1 ,,J-ob Reference(optional TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7620 s Apr 30 2015 mask Industries.Inc.Wed Jun 03 13:31:27 2015 Page 1 ID:XnFZgYK49VQVfLB1K6g4tkzA2xS-hMxc2DEP1be3KJpgj8ED5ke7wkvUGhUIM56RxzA_sE I -143.0 5-4-3 I 9-2-0 I 1-8-0 I 5-4-3 3-9-13 Scale=1:21.1 1.5x4 II 4 PI r 4.00 12 1.5x4 10 3 w 1 I 9 2 �� 1 = 5 '. 3xe = 3x8= 0�2.Q 9-2-0 I 0.2.0 9-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.30 5-8 >362 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.31 5-8 >351 180 BCLL 0.0 • Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:41 lb FT=20% 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 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=330/Mechanical,2=484/0-3-8 Max Horz 2=193(LC 8) Max Uplift 5=-166(LC 9),2=-194(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-856/1260,3-9=-435/286 BOT CHORD 2-5=-1452/930 WEBS 3-5=-474/372 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-9 to 1-5-7,Interior(1)1-5-7 to 9-0-4 zone;cantilever left exposed:porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,11111 1 1111,1/' 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `% S A. I,, 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 `,`�O�P� ••• e ��,• fit between the bottom chord and any other members. E N 4)Refer to girder(s)for truss to truss connections. ■Ks �\' S'�•.. i1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 lb uplift at joint 5 and 194 lb uplift at joint 2. 39380._- --- 6)"Semi-rigid ptt hbreaks including heels"Member end fixity model was used in the analysis and design of this truss. z * .._^''"_ :4 *. -.. - . •'it 0"- III!'- ATE :�Z. FL Cert. 6634 June 3,2015 r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 88.1-7473 rw.02/162015 BEFORE USE. • Design valid for use only with h47ek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of budding designer-not truss designer.Bracing shown Mil is for lateral support of individual web members only.Additional temporary bracing to insure stabilty during construction is the responsibility of the M iTek- erector.Additional permanent bracing of the overal structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/TPI1 Quality Warta,DSB-89 and BC5I Building Component 6904 Parke East Blvd. Solely Information available front Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 MEW IIP Truss Truss Type Qty Ply Elite Homes 150823 T7126129 150823 M3 Monop6ch t0 1 Job Reference lnptionall TRUSSMART BUILDING COMPONENTS. Midway,GA 31320 7.620 a Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:27 2015 Pape 1 ID:XnFZgYK49vQVfLB1 K6g4tkzA2xS-hMxc2DEP 1 be3KJp(y8ED5ke9xktGGWVN(V756RxzA_SE I 5-4-13 I 10-8.11 1 16-4-0 1 5-4-13 5-3-13 5-7-5 Scale=1:51.1 5 6.00 12 1.5x. ,1 13 3x4 4 3x4 3 ;, 1.5x4 \ Q • 2 12 1 rT y • 8 7 14 15 8' 3x4 = 3x4 = 3x4 = 3x4=3x8 II I 8-0-12 I 16-4-0 8-0-12 Plate Offsets(X.Y)- 11:0-0-0,0-1-41,f1:0-3-0.Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.13 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.31 6-8 >635 180 BCLL 0.0 • Rep Stress Ina YES WB 0.86 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-5-4 oc bracing. WEDGE WEBS 1 Row at midpt 5-6 Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=648/0.3-8,1 'i48/Mechanical Max Horz 1=422(LC 12) Max Uplift6=340(LC 12),1=-115(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-1022/138,2-12=-9701152,2-3=-823/79,3-4=-713/105 BOT CHORD 1-8=4761976,7-8=-256/523,7-14=-256/523,14-15=-256/523,6-15=-256/523 WEBS 2-8=3301259,4-8=-98/528,4-6=-734/365 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; 011111/g/4 MWFRS(envelope)automatic zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-2-4 zone;C-C for members and forces& ��`,`-OA n A• ,,�j� MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 w ..•. (e ,� 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , C E N S•••.•'9 . 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 ,,Z`.•••\„• . /1,. fit between the bottom chord and any other members,with BCDL=10.Opsf. • •• 4)Refer to girder(s)for truss to truss connections. Nit, 39380_,._.--'. --••• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 340 lb uplift at joint 6 and 115 lb uplift at f f,..--- �,. joint 1. / -• 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7 -a .•-.._- _. I(r` ATE • :4/. 'e ‹n,S�� 0 R,Q • cl\�,•• iiiir/ON A\E`.0 FL Cert. 6634 June 3,2015 ■ A WARNING•Welly design parameters and READ NOTES ON MS AND INCLUDED INTER REFERANCE PAGE 7.91.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MTek connectors.This design k based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Brocing shown Pali is for lateral support of individual web members only.Additional temporary bracing to insure stabiity during construction is the responsibiOty of the MiTek- ereclor.Additional permanent bracing of the overoi structure Is the responsibility of the building designer.For general guidance regarding fobdcation.quality control storage.delivery.erection and bracing.consult ANSI/TPI1 QuaMly Cr teda,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safely Informaton available from inns Plate Institute.781 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 vr Job w Truss Truss Type Oty Ply Elite Homes 150823 17126130 150823 Ni Hatt Hip 4 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:28 2015 Page 1 ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-AYV_GZFlovnwxTN1HASdxBG98Bi?42UknrgzNzA_sD I 7-3-12 I 14.6-8 I 16-4-0 I 7-3.12 7-2-12 1-9-8 4x4= 1.5x4 II Scale:1/4-=1' 8.00 FIT 4 14 5 3x4 13 400000000.1111.11111.°11111 1 3 3x4% t1 12 es,: 1 3 d a7 ' r'_ 8 7 6 1.5x4 II 3x4= 4x8= 3x4 =3x8 II I 7-3-12 I 16-4.0 1 7-3-12 9-0-4 Plate Offsets(X,2/)— 11:0-0-0,0-1-01.11:0-3-0,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.18 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.44 6-8 >443 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.40 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. WEDGE WEBS 1 Row at midpt 5-6,2-6 Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=648/0-3-8,1=648/Mechanical Max Horz 1=380(LC 12) Max Uplift6=-302(LC 12),1=-135(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-946/129,2-12=-808/152 BOT CHORD 1-8=-409/872,7-8=-409/872,6-7=-409/872 WEBS 2-8=0/372,4-6=-316/277,2-6=-874/396 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; 1111I 11111/I MWFRS(envelope)automatic zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-6-8,Exterior(2)14-6-8 to 16-2-4 zone;C-C `�‘-%(1� S A• 41/� for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��%%% P•••E ;l rf e 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. ��.••\,\C N`Sc- •1.ii 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 = N15—"3938 _ 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 302 lb uplift at joint 6 and 135 lb uplift at = .— �— � •rte_ joint 1. :::•:;:--;;;- � —� 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7 AT E i Ny ��it�ONA�E`slk� FL Cert. 6634 June 3,2015 A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/11/2018 BEFORE USE. • Design valid for use only with MiTek connectors.This design's based only upon parameters shown.and Is for on individual building component. Mil Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction'the responsibility of the MiTek• erector.Additional permanent bracing of the overal structure is the responsibily of the building designer.For general guidance regarding fabrication,quality control,storage.delivery.erection and bracing,consult ANSI/TPI1 Qualty Criteria,D55-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intonation available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 , • it ► r W r -v e y nw z c II ' ' 1y L"r Z D xN.. 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