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HomeMy WebLinkAboutTRUSSr Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. SCANNED I_ • ®_ BY aece;vaa lilt iTe k St LU iS County LIAR �iL 1019 RE: J34908 - J34908-Harry Blue -Leonhard Res. MiTek USAPJA16rig pepartme"t 6904 Parke East Blvd. 9t- 6"le Esa"tv Site Information: Tam a, FL 33610-4115 ' Customer Info: Harry Blue Bldrs. Inc. Project Name: Leonhard Res. Model: Custorr� Lot/Block: Subdivision: Address: TBD City: Ft. Pierce State: FL y 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 8.1 Wind Code: ASCE 7-10 [All HeighlI Wind Speed: 170 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 35 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name Date 1 IT13487669IA01 3/14/18 118 IT13487686IA18 3/14/18 12 I T1348767O I A02 1 3/14/18 119 I T13487687 I A19 1 3/14/18 13 I T13487671 I A03 1 3/14/18 120 1 T13487688 1 A20G 1 3/14/18 14 I T13487672 I A04 1 3/14/18 121 1 T13487689 1 A21 1 3/14/18 15 I T13487673 I A05 1 3/14/18 122 I T1348769O I A22 1 3/14/18 16 1 T13487674 1 A06 1 3/14/18 123 I T13487691 I A23 1 3/14/1.8_ 1 17 1 T1 3487675 1 A07 3/14/18 124 1 T13487692 1 A24G 1 3/14/18 18 1 T13487676 1 A08 1 3/14/18 125 1 T13487693 1 PB01 1 3/14/18 1 19 1 T13487677 1 A09 1 3/14/18 126 1 T13487694 1 PB02 1 3/14/18 1 110 1 T1 3487678 1 Al 0 1 3/14/18 127 1 T1 3487695 1 ZCJ 1 1 3/14/18 1 11 I T13487679 J Al l 1 3/14/18 128 1 T13487696 1 ZCJ3 1 3/14/18 1 112 I T1348768O I Al2 1 3/14/18 129 I T134876971 ZCJ5 1.3/14/18 113 1 T13487681 1 Al 1 3/14/18 130 I T13487698 1 ZEJ7 1 3/14/18 114 I T13487682 I A14 1 3/14/18 131 1 T1 3487699 1 ZERA 1 3/14/18 115 1 T134876831 Al 1 3/14/18 132 J T134877001 ZERT 1 3/14/18 116 1 T13487684 1 A16G 3/14/18 133 1 T13487701,1 ZHJ7 1 3/14/18 1 117 I T13487685 1 A17 1 3/14/18 1 34 1 T13487702 1 ZHJ7A 1 3/14/18 This job was permitted prior to December 31, 2017 .The truss drawing(s) referenced above have been prepared by MiTek �SM 4- USA, Inc. under my direct supervision based on the parameters �,EL �� • . q �, provided by East Coast Truss. ��•`�J•��0 E N SF• �''i�'•,� Truss Design Engineer's Name: Magid, Michael No 5368 My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification = ' 41 STA E OF �� that the engineer named is licensed in the jurisdiction(s) identified and that the 0••• designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were �, .(�'•• A` Q �� �,�� ••; 0 R 1 O•.•I&\`%� given to MiTek. Any project specific information included is for MiTek's customers �j ss ' • % �i��0 file reference purpose only, and was not taken into account in the preparation of N A� �` these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer Michael S. Magid PE No.53681 should verify applicability of design parameters and properly incorporate these designs MITek USA, Inc. FI-Cert 6634 into the overall building design per ANSI/TPI 1, Chapter2. 6904 ParketEaWlvd.TampaF433610 Dife"s March 14 2018 Magid;.Ac k-ha-el=----." 1 of 2 RE: J34908 - J34908-Harry Blue -Leonhard Res. Site Information: Customer Info: Harry Blue Bldrs. Inc. Project Name: Leonhard Res. Model: Custom Lot/Block: Subdivision:, Address: TBD City: Ft. Pierce State: FL No. I Seal# I Truss Name Date 135 1 T13487703 1 ZHJ7B 3/14/18 2of2 Job Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908-Harry T12500546 J34908 A01 Hip 1 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:22 2017 Page 1 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-xOYJOZ2aegr5m_bCKMVJBRnGS8PkKXBKHgpOjgyJKmV 3 4-14 11-0-0 18-8-0 26-3-2 30-9-0 30- -9 , 35- -O 41-8-0 43-8-0 3 4-14 7-7-2 7 8-0 7-7-2 45-14 0 -9 4 6-7 6 4 0 2-0-0 Scale=1:75.6 5x8 M18SHS = 5.00 12 5x8 M18SHS = K4 = 3x6 II 3x4 = 3x4 = 4x6 = 3x8 = 4x6 = 5X5 = 46 = 3x4 = i 34 -14 11-0-0 18-8-0 26-3-2 35-4-0 41-8-0 3.4-14 7-7-2 7-8-0 7-7-2 9-0-14 6-4-0 Plate Offsets (X.Y)—I3:0-5-12,0-2-81.14:0-4-0.0-1-131.16:0-2-8.0-3-01,18:0-1-1.0-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.35 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.71 10-12 >705 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 273 lb FT = 0% +LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied. 14-17: 2x4 SP No.2 WEBS 1 Row at midpt 3-15, 3-13, 5-13 11VVEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 1-17: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 nstallation uide WEDGE Right: 2x4 SP No.3 REACTIONS. (Ib/size) 8=178410-8-0, 17=1654/0-8-0 Max Horz 17=-657(LC 6) Max Uplift 8=-1178(LC 8), 17=995(LC 8) Max Grav 8=1910(LC 14), 17=1703(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-975/651, 2-3=1635/1131, 3-4=-1896/1351, 4-5=-2095/1368, 5-6=-2944/1739, 6-7=-3700/2125, 7-22=-3705/1991, 8-22=-630/116, 1-17=1700/1006 BOT CHORD 16-17=368/500, 15-16=-185/1146, 13-15=-428/1621, 12-13=-1176/2591, 10-12=1438/2946, 1023=1639/3310, 21-23=-245/684 WEBS 2-16=1 167/760,2-15=410/961, 3-15=-364/312, 3-13=-369/796, 4-13=-112/393, 5-13=1146/693, 5-12=230/639, 6-12=513/378, 7-1 0=292/302,1-16=-850/1588, 6-10=-291/528, 8-21=-856/658, 22-23=-490/403, 21-22=-1108/630, 8-23=307/665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1178 lb uplift at joint 8 and 995 lb uplift at joint 17. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/08/2015 BEFORE USE. MiT Design valid for use only with ek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 re Uty Ply �J34908-Harry Blue Base 4 1 Job Reference ¢ Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 fl ID:WgAUvPkVO_07tNbHLkVugQyJbmB-Pb6hEu3C 8-0 26-3-2 30-9-0 35-4-0 B_ 7-7-2 41%9 4 4-7-0 5x8 M18SHS = A East Coast Truss, Ft. Pierce, FL 34946 34-14 , 5-7-12 11-0-0 3-0-14 ' 2-2-14 5-4-4 5x8 M18SHS = • 5.00 12 3 • 4xi 3x6 II 3x4 = 3x4 = 46 = 3x8 = 4x6 = 5x5 = 4x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.35 10-12 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.72 10-12 >695 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 HOrz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 14-17: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 *Except* 1-17: 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 8=1784/0-8-0, 17=1654/0-8-0 Max Horz 17=-411(LC 8) Max Uplift 8=1160(LC 8), 17=1013(LC 8) Max Grav 8=1915(LC 14), 17=1696(LC 15) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=875/535, 2-3=-1648/1070, 3-4=-1900/1304, 4-5=2104/1321, 5-6=-2957/1696, 6-7=-3717/2088, 7-22=-3717/1950, 8-22=655/132, 1-17=-1700/1011 B07CHORD 16-17=325/411, 15-16=-108/1067, 13-15=-367/1568, 12-13=-1140/2606, 10-12=1394/2953, 10-23=1603/3324, 21-23=-243/659 WEBS 2-16=1179/847, 2-15=-397/937, 3-15=354/304, 3-13=391/787, 4-13=-103/397, 5-13=1161/706, 5-12=224/632, 6-12=-501/368, 1-16=-935/1574, 7-10=-306/313, 6-10=-302/537, 8-21=-887/670, 22-23=417/354, 21-22=-1114/621, 8-23=302/670 T12500547 Scale=1:75.6 PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 273 lb FT = 0% Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-4. Rigid ceiling directly applied or 4-8-2 oc bracing. 1 Row at midpt 3-15, 3-13, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabillzer Installation guide. NOTES- 1 j Unbalanced roof live loads have been considered for this design. i 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 t 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 p'sf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1160 lb uplift at joint 8 and 1013 lb uplift at joint 17. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrfek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 °ob r J Truss Type Qty Ply J34908-Harty Blue Bidrs: Leonhard Res. T12500548 J34908 puss 3 Piggyback Base 4 1 Job Reference (optionall East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:24 2017 Page 1 ID: WgAUvPkVO-07tNbHLkVugQyJ bmB-tnf3 RE4gAS 5o7IlaS nYnG stczx74o UPdk81 VoZyJKmT 3 4-14 5-7-12 11-0-0 18-8-0 26-3-2 30-9-0 35-4-0 41-8-0 43.8-0 3�4 2-2-14 5 4-4 7 8-0 7-7-2 4-5-14 4-7-0 6 4-0 2-0-0 3x6 11 3x4 = 5x8 M18SHS = 5x8 M18SHS = 3x4 = 4x6 = 3x8 = 4x6 3x4 = Scale = 1:75.6 K4 = N Irk d 5x5 = 46 = 3�-14 , 5-7-12 11-0-0 18-8-0 26-3-2 35-4-0 41-8-0 31-14 14 5-4-4 7-8-0 7-7-2 9-0-14 6-4-0 Plate Offsets (X,Y)— f3:0-5-12,0-2-81,f4:0-4-0,0-1-141,f6:0-2-8,0-3-01,f8:0-0-13,0-0-111,f10:0-2-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.13 10-23 >601 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.29 10-12 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.06 10 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS Weight: 272 lb FT = 0% 'LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 3-4: 2x4 SP No.1 end verticals, and 2-0-0 oc purlins (3-9-8 max.): 3-4. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid, ceiling directly applied or 6-0-0 oc bracing. 14-17: 2x4 SP No.2 WEBS 1 Row at midpt 3-15, 5-13, 6-10 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 1-17: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 8=260/0-8-0, 17=1379/0-8-0, 10=1799/0-8-0 Max Horz 17=-411(LC 8) Max Uplift 8=-480(LC 8), 17=864(LC 8). 10=-1121(LC 8) Max Grav 8=273(LC 18), 17=1453(LC 13), 10=1876(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-750/458, 2-3=-1289/891, 3-4=1335/1027, 4-5=-1495/1023, 5-6=-1660/1053, 6-7=0/419, 7-22=0/402, 8-22=-371/507, 1-17=-1458/863 BOT CHORD 16-17=326/412, 15-16=-85/951, 13-15=-203/1303, 12-13=-549/1413, 10-12=-439/1000, 10-23=-321/132 WEBS 2-16=960/728, 2-15=-284/686, 6-12=-159/633, 3-13=222/405, 5-13=-330/291, 1-16=798/1352, 7-10=421/410, 6-1 0=1 905/826, 8-21 =-1 91/453, 22-23=-448/36 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; porch right exposed; 'Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 480 lb uplift at joint 8, 864 lb uplift at joint 17 and 1121 lb uplift at joint 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312016 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a � truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall `• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 36610 �Or Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908-Harry T72500549 J34908 A04 Hip 1 1 .ton Reference (optional) Last coast Truss, H. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:25 2017 Page 1 ID:WgAUvPkVO-07tNbHLkVugQyJbmB-LzDRfa4SxlDfdSKnOV3Op3PsGLUf/xgmzol2K?yJKmS 3 4-14 1' 0? 18-8-0 26-3-2 30-9-0 30- -9 35 4-0 41-8-0 43 8-0 31-14 7-7-2 7-8-0 7-7-2 4-5-14 0 -9 4 6-7 6 4-0 5.00 12 V 4xf cm 0 3x6 11 3x4 = 5x8 M18SHS = 5x8 M18SHS = 3x4 = 4x6 = 3x8 = 3x4 = 5x5 = 4x6 = 4x6 = Scale=1:75.6 i 3-4-14 11-0-0 18-8-0 26-3-2 354-0 41-8-0 3=-14 7-7-2 7-8-0 7-7-2 9-0-14 6-4-0 Plate Offsets (X,Y)—I3:0-5-12.0-2-81.14:0-4-0,0-1-131,16:0-2-8.0-3-01.18:0-0-9.0-0-151.110:0-2-8.0-2-121 r14:0-2-13 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.12 10-23 >636 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.29 10-12 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.06 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 272 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except" WEBS 1 Row at midpt 3-15, 4-13, 5-13, 6-10 14-17: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 1-17: 2x6 SP No.2 Installation guide, OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 17=1378/0-8-0, 10=1807/0-8-0, 8=253/0-8-0 Max Horz 17=-411(LC 8) Max Uplift 17=-862(LC 8), 10=1132(LC 8), 8=-471(LC 8) Max Grav 17=1452(LC 13), 10=1880(LC 14), 8=267(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 746/456, 2-3=-12891890, 3-4=1340/1029, 4-5=-1496/1022, 5-6=1656/1044, 6-7=0/421, 7-22=-1/404, 8-22=-356/501, 1-17=-1457/860 BOT CHORD 16-17=325/410, 15-16=-81/945, 13-15=206/1309, 12-13=-539/1406, 10-12=429/993, 10-23=329/153 WEBS 2-16=-947/716, 2-15=-291/694, 3-13=-222/409, 5-13=314/274, 6-12=-158/630, 7-10=-422/412, 1-16=-782/1336, 6-1 0=-1 911/842, 8-21 =-1 99/464, 22-23=-431/61 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.0psf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFR8 (directional); cantilever left and right exposed ; end vertical right exposed; porch right exposed; -Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates finless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 862 lb uplift at joint 17, 1132 lb uplift at joint 10 and 471 lb uplift at joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ITruss Truss Type Qty Ply J34908-Harty Blue Bldrs: Leonhard Res. T12500550 J34908 A05 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:25 2017 Page 1 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-LzDRfa4SxlDfdSKnOV3Op3PoULP5Xu2mzo12K?yJKmS 1 8-14 9-0-0 14-10-0 20-8-0 27-11-2 3,14 -0 41 8-0 143-8-0 , 1-8-14 7-3-1 5-10-0 5-10-0 7-3-2 7-14 6-4-0 2-050 Scale = 1:75.8 5.00 12 4xE 5x8 = 2x4 11 5x8 = 3 4 26 5 3x6 II 3x4 = 3x8 = 4x6 = 3x4 = I 4x4 = 3x6 II 4x6 = 4x4 = 4x6 = 1 8-14 9-0-0 14-10-0 20-8-0 27-11-2 31-4-0 41-8-0 1-8-14 7-3-1 5-10-0 5-10-0 7-3-2 7-0-14 6-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.60 11-13 >827 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.17 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 284 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 9-12: 2x4 SP No.1 WEBS 1 Row at midpt 2-17, 3-17, 3-16, 4-16, 5-16, 7-14 WEBS 2x4 SP No.3 *Except` MiTek recommends that Stabilizers and required cross bracing 1-19: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 19=1654/0-8-0.9=1784/0-8-0 Max Horz 19=-411(LC 8) Max Uplift 19=-1013(LC 8). 9=-1160(LC 8) Max Grav 19=1704(LC 13). 9=1927(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-488/270, 2-3=-1550/991, 3-4=-1880/1278, 4-5=-1880/1278, 5-7=-2349/1418, 7-8=3188/1754, 8-24=-3755/1974, 9-24=-6721160, 1-19=17251965 BOT CHORD 18-19=278/400, 17-18=80/710, 16-17=-343/1496, 14-16=-744/1976, 13-14=-1262/2810, 11-1 3=-1 630/3364, 11-25=-1630/3364, 23-25=-252/657 WEBS 2-17=612/1224, 3-17=548/421, 3-16=-531/1005, 4-16=370/334, 5-16=463/205, 5-14=378/897, 7-14=-1088/672, 7-13=109/467, 8-13=593/394, 1-18=-996/1688, 2-18=-1436/1039, 9-23=-901/674, 24-25=-389/342, 23-24=-1124/625, 9-25=307/680 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2j Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1013 lb uplift at joint 19 and 1160 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. *R Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ee a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ■.Y` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob ITruss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908-Harry T12500551 J34908 A06 Hip 1 1 .Inh Reference Inn}innall East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:26 2017 Page 1 ID:WgAUvPkVO-07tNbHLkVugQyJbmB-pAngsw54i3LWFcvzZCaFLHyOVIgFGNPwCSncsRyJKmR 1 8-15 9-0-0 14-10-0 20-M 27-11-2 34-6-4 3 -4 41-8-0 43-8-0 1-8-15 7-3-2 5-10-0 5-10-0 7-3-2 6-7-2 0-9-1 6.4-0 2-0-0 5.00 12 5x8 = 2x4 II 5x8 = 4xE w 05 or 4x4 = 3x6 II 3x4 = 3x8 = 4x6 = 3x4 = 4x4 = 3x6 II 4x6 = 4x6 = Scale = 1:75.8 c4 = 0 rv'1, 0 1-8-15 9-0-0 14-10-0 20-8-0 27-11-2 3513-0 41-8-0 1-8-15 7-3-2 5-10-0 5-10-0 7-3-2 7-4-14 6-4-0 Plate Offsets (X,Y)— f3:0-5-12,0-2-81, f5:0-5-12,0-2-81, r6:0-3-0 Edgel f9:0-1-1.0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.12 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.26 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.05 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 283 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 9-12: 2x4 SP No.1 WEBS 1 Row at midpt 3-17, 4-16, 5-16, 7-14 -WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 1-19: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide, REACTIONS. (lb/size) 19=1380/0-8-0, 11 =1 792/0-8-0, 9=265/0-8-0 Max Horz 19=-411(LC 8)' Max Uplift 19=-863(LC 8), 11=-1127(LC 8). 9=-475(LC 8) Max Grav 19=1462(LC 13), 11=1876(LC 14), 9=275(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=407/227, 2-3=-1240/831, 3-4=1386/1033, 4-5=1386/1033, 5-7=-1610/1053, 7-8=1655/991, 8-24=0/378, 9-24=-336/458, 1-19=14911820 BOT CHORD 18-19=-282/403, 17-1 8=-1 27/649, 16-17=-196/1259, 14-16=404/1387, 13-14=-55111386, 11-13=-280/115, 11-25=-280/115, 23-25=103/253 WEBS 2-17= 470/937, 3-17=-386/332,3-16=-363/643, 4-16=369/333, 5-14=-86/305, 7-13=-431/325, 8-13=-714/1785, 8-11 =1 826/1006, 1-18=868/1482, 2-18=-1229/912, 9-23=225/477, 24-25=369/114 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 863 lb uplift at joint 19, 1127 lb uplift at joint 11 and 475 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev, 1010312015 BEFORE USE. ■■■ Design valid for use only with MiTek® connectors: This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer, must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res, �J34908­Harry T12500552 J34908 A07 Hip 1 1 Job Reference (optional) tasi coast , was, rt. merce, rL aasao ­Va AUv ID:WgPkVO_07tNbHLl VuZQ JbmB- HMLC4G6jTNTNsmT97v5UuUV8w96M?vD3R6MPuyJKmQ 7-M 14-10-0 22-8-0 29-4-5 35TO 41-8-0 7-0-0 7-10-0 7-10-0 6.8-5 5-11-11 6 4-0 5.00 12 5x8 = 2 4xE 2x4 II 5x8 — 3 24 4 Scale=1:75.6 r4 = 3x6 3x4 = 3x8 = 4x6 3x4 = 4x6 = 3x4 = 3x6 II 4x6 7-0-0 14-10-0 22.8 0 V 5 , 32-0-11 3 V 41-8. 711 7-10-0 7-10-0 6-8-5 2-8-7 3-3-5 6-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.32 10-11 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.56 13-15 >892 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -AS - LUMBER - 11 TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 -Except' 8-12: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except` 1-17: 2x6 SP No.2 OTHERS 2x4 SP No.3 . WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 17=1654/0-8-0, 8=178410-8-0 Max Horz 17=-581(LC 6) Max Uplift 17=-995(LC 8), 8=-1178(LC 8) Max Grav 17=1654(LC 1), 8=1881(LC 14) PLATES GRIP MT20 244/190 Weight: 260 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-16, 2-15, 3-15, 4-15, 5-13, 1-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1418/959, 2-3=2043/1430, 3-4=-2043/1430, 4-5=-2496/1556, 5-7=-3173/1858, 7-22=-3625/2001, 8-22=-646/143, 1-17=1589/1015 BOT CHORD 16-17=-292/463, 15-16=-362/1416, 13-15=-923/2134, 11-13=-1380/2814, 10-1 1=-1650/3240,10-23=1650/3240, 21-23=-261/646 WEBS 2-16=-740/511,2-15=-686/1259, 3-15=-523/458,4-15=-337/123, 4-13=-316/783, 5-13=-880/587, 5-11 =-1 07/404, 7-11=-473/299, 1-16=767/1564,8-21=-868/665, 22-23=-417/388, 21-22=-1088/633, 8-23=-310/654 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 995 lb uplift at joint 17 and 1178 lb uplift at joint 8. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and BEAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, notf q�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ii�.�■� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job b I Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. i �J34908-Harry T12500553 J34908 A08 Hip 1 1 Job Reference (optional) Scale = 1:75.6 2x4 11 5x8 = 24 East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:28 2017 Page 1 I D: WgAUvPkVO-07tNbHLkVugQyJbmB-IYvaHc7LEgbEUv2LhdcjQi 1 LFYVekHSCfmGjxKyJKmP i 7-0-0 14-10-0 22-8-0 29-4-5 35-2-4 35-q-0 41-8-0 4311 7-0-0 7-10-0 7-10-0 6-8-5 5-10-0 0-1-12 6-4-0 2_ 00 5.00 12 5x8 = 4xE 3x6 II 3x4 = • 3x8 = 46 = 3x4 = 4x6 = 3x4 = 3x6 II 4x6 = i 7-0-0 14-10-0 22-8-0 29-0-5 354-0 41-8-0 7 0-0 7-10-0 7-10-0 fi b-5 5-11-11 6 4-0 Plate Offsets (X.Y)— 12:0-5-12,0-2-81, f4:0-5-12,0-2-81.18:0-0-13.0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 TCDL 10.0 Lumber DOL 1.25 BC 0.61 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-12: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except" 1-17: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 17=1377/0-8-0, 10=1815/0-8-0, 8=247/0-8-0 Max Horz 17=-581(LC 6) Max Uplift 17=-832(LC 8), 10=1067(LC 8), 8=-274(LC 8) Max Grav 17=1380(LC 13). 10=1907(LC 14). 8=265(LC 14) DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) -0.13 13-15 >999 240 MT20 244/190 Vert(TL)-0.3013-15 >999 180 Horz(TL) 0.05 10 n/a n/a Weight: 259 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-16, 2-15, 3-15, 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES. (lb) -Max. Comp./Max. Ten. -'All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1201/810, 2-3=1520/1137, 3-4=-1520/1137, 4-5=1637/1075, 5-7=1450/894, 7-22=-142/332, 8-22=-547/353, 1-17=-1328/852 BOT CHORD 16-17=-293/463, 15-16=-227/1219, 13-15=-475/1422, 11-13=483/1211, 10-11=-227/290, 10-23=227/290 WEBS 2-16=-561/426, 2-15=-476/854, 3-15=-522/458, 4-1 5=1 25/312, 5-13=-53/378, 5-11=-592/415, 7-11=-857/1593, 7-1 0=-1 73911088, 1-16=618/1256, 8-21=-205/284, 22-23=-190/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 832 lb uplift at joint 17, 1067 lb uplift at joint 10 and 274 lb uplift at joint B. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Blue Bldrs: Leonhard Res. T72500554 J34908 A09 Hip 1 1 �J34908-Harry Job Reference (optional) Masi i.oasc t russ, I D: WgAUvPkVO_07tNbHLkV u g QyJ bmB-EITyUy7z?J563dYF K7yzva UTyo iTiAMuQ?GTmyJ Km 0 5-0 0 11-7 4 18-0-12 24-8-0 29-4-3 W 4 0 41-8-0 43 8 0 5-0-0 6-7-4 6-5_8 6-7-4 4 8 3 5 11-13 .6 4-0 2 0 0 Scale=1:75.6 5x8 = 3x4 = 2x4 11 5x8 = 2 3 4 25 265 3x6 II 3x4 = 3x4 = 5x8 = 3x4 = 4x6 = 3x4 = - 3x6 II 46 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.75 BC 0.82 WB 0.98 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.33 11-12 >999 240 Vert(TL) -0.55 14-15 >898 180 Horz(TL) 0.17 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 271lb FT=O% • LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. 9-13: 2x4 SP No.1 WEBS 1 Row at midpt 2-16 • WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 1-18: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide, WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 9=1784/0-8-0, 18=1654/0-8-0 Max Horz 18=-544(LC 6) Max Uplift 9=-1178(LC 8), 18=995(LC 8) Max Grav 9=1881(LC 14), 18=1665(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12141821, 2-3=-1971/1359, 3-4=-2436/1616, 4-5=-2439/1619, 5-6=-2674/1659, 6-8=3160/1851, 8-23=-3631/2005, 9-23=-659/152, 1-18=1627/1012 BOT CHORD 17-18=-257/406, 16-17=263/1220, 15-16=-820/2055, 14-15=1048/2321, 12-14=-1367/2795, 11-12=1655/3247, 11-24=-1655/3247, 22-24=-261/642 WEBS 6-14=-729/486, 2-17=-942/602, 2-16=-831/1492, 3-16=-909/657, 4-15=-414/368, • 5-15=-113/264, 5-14=-323/728, 6-12=-1251367, 8-12=501/319, 1-17=-77911537, 3-15=-389R07, 9-22=-873/671, 23-24=404/371, 22-23=-1090/634, 9-24=312/656 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1178 lb uplift at joint 9 and 995 lb uplift at joint 18. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING -Verify design parameters anid READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2615 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ITruss Truss Type City Ply Blue Bldrs: Leonhard Res. �J34908-Harry T12500555 J34908 A10 Hip 1 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:30 2017 Page 1 I D: WgAUvPkVO_07tNbHLkVugQyJbmB-ix1 Kil8bilryjDCko2eBW77jiMDkCDiV741p?CyJKmN 5-0-0 11-74 18-0-12 24-8-0 29-4-3 35- -O 35,1Q-4 41-8-0 43-M , 5-0-0 6-7-4 61 6-7-4 4.83 5-11-13 0.6-4 5-9-12 2-0-0 5.00 12 5x8 = 3x4 = 2x4 II 5x8 = 2 3 4 25 265 4xf 3x6 II 3x4 = 3x4V= 5x8 = 3x4 = 4x6 = 3x4 = 3x6 II 4x6 = Scale = 1:75.6 1 5-0-0 11-7-4 14-10-0 18-0-12 24-6-0 1 29-4-3 3513-0 41-8-0 5-0-0 6-7-4 3-2-12 3-2-12 6-7-4 4-8-3 5-11-13 Plate Offsets (X,Y)— f2:0-5-12.0-2-81, f5:0-5-12,0-2-81. f9:0-0-13,0-0-151, f15:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.13 15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.25 14-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -AS Weight: 270 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 9-13: 2x4 SP No.1 WEBS 1 Row at midpt 2-16 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 1-18: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide, REACTIONS. (lb/size) 18=1371/0-8-0, 11=1852/0-8-0, 9=215/0-8-0 Max Horz 18=-544(LC 6) Max Uplift 18=-837(LC 8), 11=1185(LC 8), 9=-444(LC 8) Max Grav 18=1387(LC 15), 11=1877(LC 14), 9=218(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1030/706, 2-3=1521/1112, 3-4=-1698/1229, 4-5=170111232, 5-6=1588/1092, 6-8=-1369/907, 8-23=-40/518, 9-23=-372/500, 1-18=-1353/853 BOT CHORD 17-18=-257/406, 16-17=-159/1055, 15-16=-574/1662, 14-15=-520/1372, 12-14=-487/1151, 11-12=-396/187, 11-24=396/187, 22-24=-122/254 WEBS 2-17=-738/518, 2-16=-618/1084, 3-16=628/498, 4-15=-413/367, 5-15=-258/570, 6-14=-72/445, 6-12=-638/388, 8-12=747/1691,8-11=-1825/1046,1-17=-647/1240, 3-15=-177/303, 9-22=-195/450, 23-24=-382/129 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18;. MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 18, 1185 lb uplift at joint 11 and 444 lb uplift at joint 9. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not*e[R� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �i•�`iTek•• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVl Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the `pA fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �44908-Harry T12500556 IJ34908 A11 Hip 1 1 Job Reference (ootional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:31 2017 Page 1 I D:WgAUvPkVO-07tNbHLkVugQyJbmB-A7ajvd9D WbzpLNnwMIAQ2KfpOmSoxcrfLkUNYfyJKmM 10-11.4 18.8-12 26 8-0 34-0-11 41-8-0 43-8-0 31-0 7-11 4 7-9-8 7-11-4 7-4-11 7-7-5 2-0-0 5.00 12 5x8 = 2x4 11 3x6 = 3x4 = 4xP - ` 24 ' 4 ' 25 26 3x6 11 3x4 = 3x8 = 4x6 = 3x4 = 5x8 = 3x4 = 2x4 II 4x6 = 4x6 = Scale = 1:75.6 i 3-0-0 10-11-4 18-8-12 26-8-0 44-0-11 41-8-0 3-0-0 7-11.4 7-9-8 7-11-4 7-4-11 7-7-5 n Plate Offsets (X,Y)— I2:0-5-12,0-2-81.f6:0-5-12.0-2-81,f8:0-0-13 0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.36 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.62 12-13 >796 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.18 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 251lb FT=0% ' LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except' 1-17: 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 17=1654/0-8-0, 8=1784/0-8-0 Max Horz 17=-506(LC 6) Max Uplift 17=-995(LC 8), 8=-1178(LC 8) Max Grav 17=1665(LC 14), 8=1882(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-15, 5-15, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-900/620, 2-3=2123/1443, 3-5=-2123/1443, 5-6=-2792/1792, 6-7=-2923/1727, 7-22=-3613/2006, 8-22=-660/108, 1-17=-1678/1007 BOT CHORD 16-17=-221/377, 15-16=113/929, 13-15=-1307/2715, 12-13=-1195/2555, 10-12=-164313225, 10-23=1643/3225, 21-23=-2921670 WEBS 2-16=-11821756, 2-15=-109111863, 3-15=499/463, 5-15=870/454, 6-13=-176/424, 6-12=-168/556, 7-12=-748/495, 7-10=0/267, 1-16=820/1571, 8-21=841/619, 22-23=-489/510, 21-22=1084/629, 8-23=-304/649 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 995 lb uplift at joint 17 and 1178 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is MiTek' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908-Harry T12500557 J34908 Al2 Hip 1 1 Job Reference b tional East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 05:34:32 2017 Page 1 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-eK857zArHv5gzXM7wThfbYC33Arwg8?oaOEw45yJKmL 2 4-0 3 0 9-1-12 15-0-0 20-10-0 26-8-0 30-11-2 35-4-0 41-8-0 43-8-0 2-0-0 0-S 6-1-12 5-10 4 5-10-0 5-10-0 4-3-2 4 4.14 6 4 0 2-0-0 5.00 12 5x8 = 3x4 32 AvR 3x6 = 2x4 I I A 5 3x4 = 33 6 34 5x8 = 2x4 II 17 3x6 = 3x6 11 3x4 I I 3x6 = 3x4 = 5x5 = 3x6 =2x4 II 5x8 = 3x4 = I 3-4-0 I 10-8-0 i LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014frP12007 ' LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 5-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-25: 2x6 SP No.2 OTHERS 2x4 SP No.3 Scale = 1:77.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.47 Vert(LL) 0.20 17 >999 240 MT20 244/190 BC 0.65 Vert(TL) -0.3412-13 >999 180 WB 0.65 Horz(TL) 0.13 12 n/a n/a Matrix -AS Weight: 277 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-OrO oc bracing: 20-23, 16-18 WEBS 1 Row at midpt 2-19. 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 25=139010-8-0, 12=1972/0-8-0, 10=123/0-8-0 Max Horz 25=-506(LC 6) Max Uplift 25=-820(LC 8). 12=1223(LC 8), 10=409(LC 8) Max Grav 25=1390(LC 1), 12=1972(LC 1), 10=125(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show. TOP CHORD 1-2=883/541, 2-3=1758/1172, 3-5= 2203/1447, 5-6=2189/1442, 6-7=-1738/1258, 7-8=1418/1008, 8-9=0/705, 9-30=-149/695, 10-30=-384/557, 24-25=-1367/802, 1-24=-13601802 BOT CHORD 23-24=-254/435, 20-23=-254/435, 19-20=-84/909, 18-19=-687/1806, 5-18=-334/312, 13-15=-492/1260, 12-13=-371/836, 12-31=-543/288, 29-31 =1 50/276 WEBS 3-19=-790/596, 3-18=-367/605, 15-18=750/1671, 6-18=244/630, 6-15=-797/493, 7-15=-424/781, 7-13=-343/200, 8-13=-183/709, 9-12=-416/408, 2-20=892/662, 1-20=-656/1221, 2-19=-860/1416, 8-12=-1915/962, 10-29=-150/444, 3D-31=-416/96 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 820 lb uplift at joint 25, 1223 lb uplift at joint 12 and 409 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/09/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Blue Bid rs: Leonhard Res. JJ34908-Harry T12500558 J34908 A13 Hip 1 1 ' Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 5.00 12 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:33 2017 Page 1 I D: WgAUvPkVO_07tNbHLkVugQyJbmB-6WiTKJAT2DDXahxJUACu711BsZBPPYPyp2zUcXyJKmK 2-4-0 -0- 8-0-0 15.0-0 21-10.0 28-8.0 35-0-0 41-1-0 43.8.0 -0• 5.8.0 0 6-10.0 6-10.0 6.8-0 6-4-0 2-0-0 1.4-0 Scale = 1:77,3 5x5 = 3x4 = 3x6 = 2x4 II 3x4 = 5x8 = 3x4 1 1 1 2 29 3 4 5 30 6 31 7 c� " 15 3x6 II 2x4 II 3x4 I 6x8 = 4x4 = 3x6 I 4x6 = 46 = 2x4 11 I 3-4-0 i 10-8-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 TCDL 10.0 Lumber DOL 1.25 BC 0.70 BCLL 0.0 Rep Stress Incr YES WB 0.90 BCDL 10.0 Code FBC2014rrP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 5-14: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* 1-22: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 22=1379/0-8-0, 11=2042/0-8-0, 9=64/0-8-0 Max Horz 22=-468(LC 6) Max Uplift 22=-812(LC 8), 11=-1276(LC 8), 9=-364(LC 8) 14 0 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.27 15 >999 240 MT20 244/190 Vert(TL)-0.4516-17 >934 180 Horz(TL) 0.15 11 n/a n/a Weight: 259 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 2-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-383/138, 2-3=-1910/1218, 3-5=-2595/1645, 5-6=-2570/1635, 6-7=-1937/1349, 7-8=12881871, 8-27=-222r796, 9-27=-394/545, 21-22=1335/806, 1-21=312/70 BOT CHORD 18-21=45/514, 17-18=45/514, 16-17=786/1925, 5-16=400/369, 12-13=-431/1094, 11-1 2=-630/352, 11-28=-630/352, 26-28=1 96/301 WEBS 2-17=1153/1936, 3-17=-879/675, 3-16=-505/808, 13-16=-853/1807, 6-16=372/804, 6-13=-887/583, 7-13=-624/1133, 7-12=-586/398, 8-12=-860/1846, 8-11=1871/1146, 2-21=-1308/1086,9-26=-146/435,27-28=-337/168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=3.Opsf; h=20ft; 6=64ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch right . exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) at joint(s) 1, 2, 7, 10, 22, 21, 16, 5, 14, 17, 3, 13, 6, 12, 8, 11, 24, 25, 18, 20 and 9 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 4 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 812 lb uplift at joint 22, 1276 lb uplift at joint 11 and 364 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate 14his design into the overall �- building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. I �J34908-Harry T12500559 J34908 A14 Roof Special 1 1 .Intl f2P.1P.remf:e I . uaa, , ,. , ic,,.c, , " a' a�u null. u. I Ju a — I .. I I r .-. O..— 5 — <o <u 11 IV'. I .. nluuel —' mo. , ue ".v ` u-;0N% "1 r Page 1 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-aiGrYfB6pWLOCq W V1 tj7gzHLizUk8?f52ij 18yJKmJ 7-8-12 15-0-0 22-10-0 30-8-0 354-0 36 0- 1 41-8-0 43-8-0 2 4-0 5�-12 7-10-0 7-10-0 4-8-0 0 8 1 5-7-5 2-0-0 Scale=1:76.0 2x4 II 3x6 = 4x6 = 3x4 = 5x8 = 29 2 3 4 30 5 31 6 5.00 112 22 20 19 — 15 14 13 12 11 10 28 26 3x6 II 2x4 II 3x4 = 4x6 —_ 4x4 = 3x6 II 4x6 4x6 = f i 3-4-0 i 10-8-0 i 6x8 = 2:4 7-8-12 15-0-0 22-10-0 30-8-0 35 4-0 41 8 0 2 4-0 5N-12 7-3� 7-10-0 7-10-0 Plate Offsets (X,Y)— 16:0-5-12.0-2-81 18:0-0-9.0-0-111 116:0-5-12 0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.39 15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.64 16-17 >657 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 246lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 . WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 1-17, 4-17, 12-16, 6-12 1-22: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 22=1338/0-8-0, 10=2307/0-8-0, 8=-161/0-8-0 Max Horz 22=413(LC 6) Max Uplift 22=-789(LC 8). 10=1416(LC 8), 8=486(1-C 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 21-22=1292/779, 1-21=-1240/807, 1-2=-2210/1367, 2-4=-2210/1367, 4-5=-3131/1941, 5-6=-1975/1364, 6-7=-740/587, 7-27=-512/1320, 8-27=-501/678 BOT CHORD 18-21=136/399, 17-18=-136/399, 16-17=-1580/3176, 11-12=192/597, 10-11=1111/624, 10-28=-1111/624,26-28=-289/330 WEBS 1-1 7=-1 414/2350, 2-17=-463/427, 4-17=-1074/657, 12-16=-958/1865, 5-16=-611/1236, 5-12=1019/707, 6-12=-936/1625, 6-11=926/570, 7-11=-970/2011, 7-10=2135/1248, 8-26=-40/359, 27-28=-329/222, 26-27=36/316 NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=3.Opsf; h=20ft; 8=64ft; L=54ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 789 lb uplift at joint 22, 1416 Ib uplift at joint 10 and 486 lb uplift at joint 8. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke,East B East Blvd. Tampa, FL Job Truss Truss Type Qty Ply J34908-Harry Blue Bldrs: Leonhard Res. T12500560 J34908 I A16 Roof Special 1 1 Job Refa-renrw fnntinnall 1 I D: WgAUvPkVO_07tNbHLkVugQyJbmB-aiGrYfB6pWLOCgW V1 tj7gzHHjzWI80k52ij 18yJKmJ 2 4-0 , 5-3-1 10-2-6 15-0-0 20-10-11 26 10 3 32-8-0 35-4-0 37-0-11 41 8-0 43-8-0 2 4-0 2-11-1 4-11-55-10-11 5-11-9 5-9-13 2-8-0, 1-8-11 4-7-5 2-0-0 4x6 = 3x4 = 3x4 = 4x6 = 2x4 II 3x8 = 2x4 II 5x5 — 1 32 2 3 4 5 33 6 34 7 8 5.00 12 23x6 =23 22 '~V — 'A� _ 17 16 15 14 13 12 31 29 3x6 II 2x4 II 3x4 II 4x6 __ 3x10 = 5x5 = 06 = i 3-4-0 i 10-8-0 i 5x5 = Scale = 1:76.2 M I h K4 1 IC; I 6 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.91 BC 0.76 WB 0.83 Matrix -AS DEFL. in Vert(LL) 0.45 Vert(TL) -0.72 Horz(TL) 0.20 (loc) I/deft Ud 17 >929 240 17 >585 180 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 243lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-16: 2x4 SP No.3 10-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 8-13, 8-12, 6-13 1-25: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 25=1288/0-8-0, 12=2637/0-8-0, 10=-440/0-8-0 Max Horz 25=-346(LC 6) Max Uplift 25=-760(LC 8), 12=-1604(LC 8), 10=690(LC 13) Max Grav 25=1288(LC 1), 12=2637(LC 1), 10=1(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 24-25=-1253/744, 1-24=-1209/761, 1-2=-1972/1188, 2-3=3141/1905, 3-5=-3596/2195, 5-6=-3546/2175, 6-7=-13491994, 7-8=-1349/994, 8-9=725/1867, 9-30=-902/1925, 10-30=575/838 BOT CHORD 21-24=123/345, 20-21=123/345, 19-20=863/1972, 18-19=1580/3141, 5-18=-312/293, 13-15=-1223/2309, 12-13=-367/266, 12-31 =-1 691/980, 29-31=-409/420 WEBS 1-20=1292/2170, 3-18=334/523, 15-18=1148/2140, 6-18=-697/1377, 6-15=327/259, 7-13=-379/342, 8-13=-1133/2046, 8-12=2425/1281, 9-12=-422/403, 6-13=-1154/667, 2-20=969/686, 3-19=-546/425, 2-19=-825/1346, 10-29=0/382, 30-31=-358/197, 29-30=136/479, 10-31=357/204 NOTES- J) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft;,L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 760 lb uplift at joint 25, 1604 lb uplift at joint 12 and 690 lb uplift at joint 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIb7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bel building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 8 Truss Tmss Type Qty Ply Blue Bldrs: Leonhard Res, J34908 1­1 A16G Root Special Girder 1 �J34908-1­farry T12500561 ' ­----,r---- 1. - ---- 1, - - 2 Job Reference o tional 1 �5 - - - - - --- - - • - - - - � - , - . , """. u. ,,, . -11- cu i , nu , cn a muanies, m, i ue r v w vo:oq:a7 zu i r rage s ID:WgAUvPkVO_07tNbHLkVugQyJbmB-xg3kbNFEe3_gJcOTgRJINO?HV CSpEygB_QogByJKmE 2-0& 5.3-1 10-2-6 15-0-0 19-11-14 24-10-0 29-8-2 34.8.0 38-0-11 41-8-D 43-8.0 2-4-0 2-11-1 4-11-5 4-9-10 4.11-14 4-10-2 4-10-2 4-11-14 3-4-11 3-7-5 2-0.0 5x10 = 2x4 II 48 = 5x8 = 3x4 II 46 = 48 = 48 = 2x4 II 6x12 = 5.00 112 1 38 39 40 2 41 42 3 43 4 44 5 45 46 47 6 48 7 498 50 51 9 52 53 10 5x6 =u 54 zO 27 4x8 M18SHS = 21 61 62 2063 64 19 65 18 66 17 67 68 16 15 14 3634 3x6 11 2x4 11 2x4 I 2x4 11 5x18 M18SHS = 4x4 11 5x12 - 2x4 11 5x8 = 6x10 - 2x4 11 2x4 II 4x6 t 3-4-0 i 11-8-0 -1 7x6 = Scale = 1:76.2 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.33 BC 0.79 WB 0.96 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/deft Lid 0.58 22-23 >727 240 -1.09 22-23 >386 180 0.30 15 n/a n/a PLATES MT20 M18SHS Weight: 608 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP SS 'Except' TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except 10-13: 2x4 SP No.1 end verticals. BOT CHORD 2x6 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 27-30: 2x4 SP No.2, 22-24,24-29: 2x6 SP SS, 5-21: 2x4 SP No.1 WEBS 2x4 SP No.3'Excepr 1-30: 2x6 SP No.2, 1-25,3-25,3-22,20-22,6-22: 2x4 SP No.2 10-15: 2x8 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 30=313210-8-0, 15=4179/0-8-0, 12=0/0-8-0 Max Horz 30=-273(LC 6) Max Uplift 30=-1752(LC 8), 15=-4707(LC 8), 12=REL Max Grav 30=3336(LC 36), 15=4376(LC 37). 12=1743(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 29-30=-3427/1834, 1-29=-3005/1634, 1-2=-8023/4003, 2-3=8023/4003, 3-5=-15039/6740, 5-6=14655/6569, 6-8=9273/3661, 8-9=-4829/52, 9-10=-4834/53, 10-11=4710/945, 11-35=-4362/745,12-35=-2266/12 BOT CHORD 26-29=-323/775, 25-26=-323/775, 23-25=6054/13179, 22-23=-6054/13179, 5-22=-215/335, 20-21=463/1182, 19-20=-1896/7751, 17-19=189617751, 16-17=173/3608, 15-16=186/3610, 14-15=-675/4139, 14-36=675/4139, 34-36=0/2153 WEBS 1-25=-3951/7778, 2-25=209/286, 3-25=-5415/2468, 3-23=-402/846, 3-22=-461/2082, 20-22=3016/8396, 6-22=-3104/5745, 6-20=-2810/1751, 8-20=-1759/1907, 8-19=0/394, 8-17=-3391/2706, 9-17=716/640. 10-17=3748/5174, 10-16=115/539, 11-15=300/509, 26-28=-222/458, 10-15=-4062/4319, 12-34=-1060/0, 34-35=1024/639, 12-36=889/778 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; 6=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plate(s) atjoint(s) 30, 1, 4, 10, 13, 24, 22, 5, 21, 18, 25, 2, 3, 23, 20, 6, 19, 8, 9, 17, 16, 15, 11, 14, 32, 33, 26, 28. 7 and 12 checked for a plus or minus 0 degree rotation about its center WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 i'"r`. % o$�j,,g%% RE us, Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Ei7 building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi YT ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 job Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908-Harry T12500561 J34908 A16G Roof Special Girder 1 Job Reference o do al East Coast Truss, Ft. Pierce, FL 34945 Run: 8.130 s Oct 7 2017 Pnnl: 8.130 s Oct 26 2017 MITek Industnes, Inc. Tue Nov 14 08:34:40 2017 Page 2 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-Psd6oiGsPM6XwI2fOBgXwEXSFOYhYhB_QeALMdyJKmD NOTES- 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ` 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1752 lb uplift at joint 30 and 4707 lb uplift at joint 15. 12) "A" indicates Released bearing: allow for upward movement at joint(s) 12. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 202 lb up at 1-0-12, 74 lb down and 63 lb up at 3-0-12, 74 lb down and 63 lb up at 5-0-12, 74 lb down and 63 lb up at 7-0-12, 74 lb down and 63 lb up at 9-0-12, 74 lb down and 63 lb up at 11-0-12, 74 lb down and 63 lb up at 13-0-12, 74 lb down and 63 lb up at 14-10-0, 203 lb down and 205 lb up at 16-7-4, 203 lb down and 205 lb up at 18-7-4, 203 lb down and 205 lb up at 20-7-4, 203 lb down and 205 lb up at 22-7-4, 203 lb down and 205 lb up at 24-7-4, 203 lb down and 205 lb up at 26-7-4, 203 lb down and 205 lb up at 28-7-4, 203 lb down and 205 lb up at 30-7-4, and 203 lb down and 205 lb up at 32-7-4, and 203 lb down and 215 lb up at 34-8-0 on top chord, and 87 lb down at 1-0-12, 244 lb down and 161 lb up at 3-4-0, 244 lb down and 161 lb up at 5-0-12, 244 lb down and 161 lb up at 7-0-12, 244 lb down and 161 lb up at 9-0-12, 244 lb down and 161 lb up at 11-0-12, 244 lb down and 161 lb up at 13-0-12, 244 lb down and 161 lb up at 14-10-0, 84 lb down at 16-7-4, 84 lb down at 18-7-4, 84 lb down at 20-7-4, 84 lb down at 22-7-4, 84 lb down at 24-7-4, 84 lb down at 26-7-4, 84 lb down at 28-7-4, 84 lb down at 30-7-4, and 84 lb down at 32-7-4, and 539 lb down and 324 lb up at 34-7-4 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 (pif) Vert: 1-10=60, 10-13=-60, 27-30=-20, 22-26=-20, 21-34=20 Concentrated Loads (lb) Vert: 10=123(F) 27=230(F) 24=230(F) 25=-230(F) 2=22(F) 19=-56(F) 8=-123(F) 16=-470(F) 7=123(F) 38=128(F) 39=22(F) 41=22(F) 42=22(F) 43=22(F) 44=22(F) 45=22(F) 46=-123(F) 47=-123(F) 48=-123(F) 50=-123(F) 51=-123(F) 52=-123(F) 53=-123(F) 54=-57(F) 57=-230(F) 58=230(F) 59=-230(F) 60=-230(F) 61=-56(F) 62=-56(F) 63=-56(F) 64=56(F) 65=-56(F) 66=-56(F) 67=-56(F) 68=56(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type - Qty Ply Blue Bldrs: Leonhard Res. �J34908-Harry T12500562 J34908 A17 Hip 1 1 Job Reference (optionall East Coast Truss, Ft. Pierce, FL 34945 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:41 2017 Page 1 I D: WgAUvP kV0_07tN bHLkVu gQyJ bmB-t2 BU02 HVAgE OYvYrysLmSR4T7osEH BQ7flvvu4yJKmC 1-0-oil-4-0 i 7-7a 14-4-10 z1-0-0 28-8-0 3s-0-11 ai-e-0 a3-8-o -0 53-7 619 6-7-0 7-8-0 6-4-11 6-7-5 2-0-0 .5.00 12 5x6 = 3x4 11 1� 3x4 = 3x4 = 46 = 2x4 II 5x8 = vxo — 15 . _ _ 3x6 I 2x4 II 3x4 = 4x6 2x4 II 4x6 i 3-4-0 i 16-8.0 i 7x8 = 4x6 = 2x4 I L-0-0�2�-0 7-7-7. 11-8-0 1.4.4-10� _ 21-0-0 i 28-8-0 35A-it at-8-0 -0-01�-0 SJ-7 L4' 2-0-10 171 74" 6-0-11 6-7-5 Scale = 1:77.3 34 IX L l 6 m LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.57 15 >871 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.93 16-17 >537 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.30 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 259 lb FT = O% ' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 18-23,9-12: 2x4 SP No.1, 6-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 2-19, 13-16, 7-16, 3-17 1-24: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer WEDGE Installation guide. Right: 2x4 SP No.3 REACTIONS. (lb/size) 24=1688/0-8-0, 9=1797/0-8-0 Max Horz 24=-468(LC 6) Max Uplift 24=-985(LC 8). 9=-1175(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-385/143, 2-3=-2342/1459, 3-4=-3548/2173, 4-6=-3936/2402, 6-7=-3911/2396, 7-8=2981/1808, 8-29=3466/2001, 9-29=-664/142, 23-24=-1644/976, 1-23=310/75 BOT CHORD 20-23=-12/555, 19-20=-12/555, 17-1 9=-1 027/2342, 16-17=-174113548, 6-16=456/400, 11-13=1649/3114, 11-30=1648/3114, 28-30=-265/598 WEBS 2-19=-1428/2429, 4-17=-646/505, 4-16=274/489, 13-16=-1251/2513, 7-16=-758/1480, 8-13=-581/371, 2-23=-1571/1164, 3-19=-1225/857, 3-17=856/1446, 9-28=-852/659, 29-30=399/400, 28-29=-1041/631, 9-30=-309/631 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 985 lb uplift at joint 24 and 1175 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with Mnak® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908­Harry T72500563 J34908 A18 Roof Special 1 1 Job Reference o do al tast toast I cuss, ri. rlerce, rL J4a40 mun: o.i au s uct r zut r rnm: o.iau s ucrzo zut r MI I ex mausmes, mc. I ue Nov w uo:a4:4.1 zu 11 rage t ID:WgAUvPkVO 07tNbHLkVugQyJbmB42BU02HVAgEOYvYrysLmSR4Xaor?HBj7flvvu4yJKmC 2-4-0 7-3-1 14-2 6 21-0-0 25-10-0 30-8 0 36-0-11 41-8-0 43 8-0 2 4-0 4-11-1 6 11-5 6-9-10 4-10-0 4-10-0 5 4-11 5-7-5 2-0-0 Scale = 1:76.0 2x4 II 4x6 = 2x4 II 3x8 = 4x6 = 4x4 = 5x8 = 1 32 2 3 4 5 33 6 7 5.00 112 vRIU 25 23 22 5x6 WB = 16 15 14 t3 12 11 31 29 3x6 II 2x4 II 2x4 II 3x4 II 4x12 = 4x6 — 2x4 II 46 — 4x6 =. _ . _ _ _ 3x4 = I 2.4-0 7-3-1 14-2-6 25-10-0 30-8-0 36-0-11 41-8-0 2�-0 4-11-1 6-11-5 6-9-10 4-10-0 4-10-0 511-11 5-75 Plate Offsets (X Y)— I4:0-3Plate Offsets 4:0-3-O,Edoelf7:0-5-12.0-2-81. 19:0-0-5.0-0-151, it7:0-2-12,Edgel5-12.0-2-81. 19:0-0-5.0-0-151, it7:0-2-12,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.70 16 >706 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -1.15 17-18 >433 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.35 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 252 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. Except: 22-25,13-16: 2x4 SP No.2, 5-15: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 1-20, 3-20 1-25: 2x6 SP No.2, 1-20,3-20,3-17,14-17: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer WEDGE Installation guide. Right: 2x4 SP No.3 REACTIONS. (Ib/size) 25=1688/0-8-0, 9=1797/0-8-0 Max Horz 25=-413(LC 6) Max Uplift 25=-985(LC 8). 9=1175(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 24-25=-1642/971, 1-24=-1587/997, 1-2=2764/1673, 2-3=-2764/1673, 3-5=-4816/2878, 5-6=-4756/2845, 6-7=-3417/2142, 7-8=-3111/1885, 8-30=-3464/1992, 9-30=-655/177 BOT CHORD 21-24=-135/394, 20-21=135/394, 18-20=-2228/4341, 17-18=2228/4341, 5-17=-344/314, 12-14=1428/2838, 11-12=1651/3115, 11-31=-1651/3115, 29-31=237/572 WEBS 1-20=177613007, 2-20=429/397, 3-20=1781/1054, 3-18=01297, 3-17=306/546, 14-17=-1679/3306, 6-17=-889/1696, 6-14=-1320/791, 7-14=-474/817, 7-12=-103/341, 8-12=413/249, 9-29=-880/702, 30-31=-313/283, 29-30=-1043/634, 9-31=-315/635 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plate(s) atjoint(s) 25, 1, 4, 7, 10, 24, 5, 1.5. 13, 20, 2, 3, 18, 17, 6, 14, 12, B. 11, 27, 28, 21, 23 and 9 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) at joint(s) 19 checked for a plus or minus 3 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 985 lb uplift at joint 25 and 1175 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10103/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 0 Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. J34908 A19 ROOF SPECIAL t �J34908-Harry T12500564 2 Job Reference (optional) I D: WgAUvPkVO_07tNbHLkVugQyJbmB-LFItDOH7x_MFA372VZs??fcrosCGXOeMGtytSRWyJKmB 2 4-0 5� 4 10-8-12 15 11 4 21-0-0 26-10-0 32 8-0 37-0-11 41-8-0 43 8 0 2-0-0 3-2-4 5-2-8 5-2-8 5-0-12 5-10-0 5-10-0 4-4-11 4-7-5 2-0-0 Scale = 1:76.2 2x4 11 4x6 = 3x4 = 3x4 = 3x4 = 3x6 = 3x4 = 5x8 = 1 33 2 3 4 5 6 34 7 8 5.00 12 3x6 = 26 24 23 -... -� . 4x6 = -^� — 16 15 14 13 12 3x6 II 2x4 11 2x4 II 6x8 = 4x6 — 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.56 16 >892 240 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.89 16 >558 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.24 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS • LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-26: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 26=1688/0-8-0, 10=1797/0-8-0 Max Horz 26=-346(LC 6) Max Uplift 26=-984(LC 8), 10=1176(LC 8) 32 30 4x6 = PLATES GRIP MT20 2441190 Weight: 484 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17 FORCES. (lb) -Max. Comp./.Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 25-26=-1647/967, 1-25=-1603/985, 1-2=-2810/1661, 2-3=-4718/2794, 3-4=-5865/3462, 4-6=6203/3654, 6-7=-6108/3608, 7-8=-4027/2479, 8-9=3256/1932, 9-31=-3463/2044, 10-31=-902/237 BOT CHORD 22-25=115/353, 21-22=-115/353, 20-21=-1336/2810, 18-20=-2469/4718, 17-18=-3137/5865, 6-17=-310/284, 14-15=-178/358, 12-14=-1522/2985, 12-32=-1696/3110, 30-32=-347/714 WEBS 1-21=1805/3079, 2-21=-1345/902, 2-20=1287/2168, 3-20=-931/639, 3-18=758/1303, 4-18=-488/382,4-17=-218/387,14-17=-2044/3787,7-17=-1227/2271,7-14=1382/874, 8-14=-771/1270, B-12=0/307, 10-30=849/551, 31-32=-294/464, 30-31 =960/61 0, 10-32=-268/586 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chards connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 26 and 1176 lb uplift at joint 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 slob I Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908-Harry T12500564 J34908 A19 ROOF SPECIAL 1 2 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MITek Industries, Inc. Tue Nov 14 08:34:42 2017 Page 2 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-LFItD0H7x MFA372VZs??fcrosCGXOeMGtyfSRWyJKmB ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with Mirek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply Blue Bldrs: Leonhard Res. �J34908-1­larry T12500565 J34908 A20G ROOF SPECIAL GIRDER 1 4 Job Reference (optional) hem Guam nu , ,. no, , c.Yavv nun: O.IJuS v ILV II rnm:o.-b-- Lv, I,VII I UK Inuu5II1e5,,nc. ,ue, vlq vo:34:q/Zv 11 rage) ID:WgAUvPkVO 07tNbHLkVugQyJbmB-iCYmG6LFIW YGq??16SAiiKgID_ohvA?1DMD6jyJKm6 2 4-0 , 5 6 4 10 8-12 15-11-4 21-0-0 25-7 4 30-0-12 34-8-0 38 0-11 41-8-0 43 8-0 2-4-0 ' 3-2.4 ' 5-2-8 5-2-8 5-0-12 4-7-4 4S 8 4 7 4 3 4-11 3-7-5 2-0-0 44 = 5x6 = 4x4 = 4x8 = 4x4 = 2x4 11 4x8 = 4x8 = 2x4 11 5x8 = 5.00 112 1 37 38 39 240 41 42 3 443 44 45 5 46 47 48 649 50 751 8 52 53 54 9 55 56 10 3x4 11 30 57 28 27 4x6 = 4x4 = 6x8 = 4x4 = 20 19 69 70 71 18 72 17 73 16 74 75 15 14 3x36x6 11 2x4 II 3x4 II 4x6 = 4x8 = 4x8 = 4x4 = 2x4 11 2x4 II , 3�� 16-8.0 , Scale=1:76.2' 2x4 11 2x4 11 3512 2x4 = o 3 3634 4x6 = 2�-0 5-0� 10-8-12 15-11-4 21-0-0 25-7-4 30-0-12 34�-0 38-0-11 41-8-0 2" 3-2 4 5-2-8 5-2-8 5-0-12 4-7 4 45 8 4-7-0 3.4-11 3-7-5 1-1- re n•n n n LOADING (psf) SPACING- - 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.80 20 >622 240 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -1.18 20 >421 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.27 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER-_ BRACING - TOP CHORD 2x6 SP SS *Except* TOP CHORD 10-13: 2x4 SP No.2 BOT CHORD 2x6 SP SS *Except* BOT CHORD 27-30,6-19: 2x4 SP No.2, 17-20: 2x4 SP No. 1, 12-17: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except' 1-30: 2x6 SP No.2, 1-25,2-24,4-22,5-21,18-21,8-21: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 30=3826/0-8-0, 12=3594/0-8-0 Max Horz 30=-273(LC 6) Max Uplift 30=-2536(LC 8). 12=-2430(LC 8) Max Grav 30=4083(LC 37), 12=3796(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 29-30=-4136/2607, 1-29=-3672/2374, 1-2=-1041616402, 2-4=-17530/10900, 4-5=-21636/13455, 5-6=-22313/13823, 6-8=-21833/13538, 8-9=-11025/6859, 9-10=-11031/6864, 10-11=-8414/5183, 11-35=-7815/4714, 12-35=-5133/2937 BOT CHORD 26-29=401/923, 25-26=-401/923, 24-25=-6136/10487, 22-24=-10633/17601, 21-22=-13188/21707, 19-21=45/294, 18-19=734/1251, 16-18=-7727/12758, 15-16=-4579/7754,14-15=-4184/7130,14-36=-4184/7130,34-36=-2711/4870 WEBS 1-25=-6322/10123, 2-25=-2701/1834, 2-24=4760/7618, 4-24=-1747/1192, 4-22=-2705/4422, 5-22=-574/465, 5-21=-460/782, 18-21=-7262/11948, 8.21=5984/9805, 8-18=3328/2216, 8-16=-2189/1363, 9-16=-629/599, 10-16=-2414/3909, 10-15=-302/735, 11-15=-599/781,11-14=-585/443, 26-28=-216/445,12-34=-3153/2114,35-36=-297/463, 34-35=-1028/664 PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 1161 Ib FT = O% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 19-21 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-5-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plate(s) at joint(s) 30, 1, 3, 10, 13, 23, 6, 19, 17, 25, 2, 24, 4, 22, 5, 18, 21, 8, 9, 16, 15, 11, 14, 32, 33, 12, 26 and 28 checked for a WARNING - Milydeslgnparameters and READ NOTES ON THISANDINCLUDED MITEKREFERENCEPAGEMII.7473rev. 1010312015BEFORE USE. Continued ip e Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary'and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 tlob A- Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908-Harry ' T12500565 J34908 A20G ROOF SPECIAL GIRDER 1 4 Job Reference o tional tasl Coast I russ, Ft. Ylerce, rL 39'J90 rtun: o.l Jv s Vct f zul r r,nm: e.IAV s um zo zul f ml I eK mouslnes, mc. I us Nov 19 uo:34:41 zui / rage z ID:WgAUvPkVO_07tNbHLkVugQyJbmB-iCYmG6LFIW YGq??16SAiiKgID_ohvA?1DMD6jyJKm6 NOTES- 8) Plate(s) at joint(s) 29 checked for a plus or minus 5 degree rotation about its center. 9) Plate(s) at joint(s) 7 checked for a plus or minus 4 degree rotation about its center. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ' 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2536 lb uplift at joint 30 and 2430 lb uplift at joint 12. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 Ib down and 202 lb up at 1-0-12, 74 lb down and 63 lb up at 3-0-12, 74 lb down and 63 lb up at 5-0-12, 74 lb down and 63 lb up at 7-0-12, 74 lb down and 63 lb up at 9-0-12, 74 lb down and 63 lb up at 11-0-12. 74 lb down and 63 lb up at 13-0-12, 74 lb down and 63 lb up at 14-10-0, 74 lb down and 63 lb up at 16-7-4, 74 lb down and 63 lb up at 18-7-4, 74 lb down and 63 lb up at 20-7-4, 203 lb down and 205 lb up at 22-7-4, 203 lb down and 205 lb up at 24-7-4, 203 lb down and 205 lb up at 26-7-4, 203 lb down and 205 lb up at 28-7-4, 203 lb down and 205 lb up at 30-7-4, and 203 lb down and 205 lb up at 32-7-4, and 203 lb down and 215 lb up at 34-8-0 on top chord, and 87 lb down at 1-0-12, 244 lb down and 161 lb up at 3-4-0. 244 lb down and 161 lb up at 5-0-12, 244 lb down and 161 lb up at 7-0-12, 244 lb down and 161 lb up at 9-0-12, 244 lb down and 161 lb up at 11-0-12, 244 lb down and 161 lb up at 13-0-12. 244 lb down and 161 lb up at 14-10-0, 244 lb down and 161 lb up at 16-7-4, 244 lb down and 161 lb up at 18-7-4, 244 lb down and 161 lb up at 20-7-4, 84 lb down at 22-7-4, 84 lb down at 24-7-4. 84 lb down at 26-7-4, 84 lb down at 28-7-4, 84 lb down at 30-7-4, and 84 lb down at 32-7-4, and 539 lb down and 324 lb up at 34-7-4 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: 1-10=-60, 10-13=-60, 27-30=-20, 21-26=20, 19-20=20, 19-34=20 . Concentrated Loads (lb) Vert: 1 0=-1 23(B) 27=-230(B) 1 5=-470(B) 37=-1 28(B) 38=22(B) 40=22(B) 41 =22(B) 42=22(B) 43=22(B) 44=22(B) 45=22(B) 46=22(B) 47=22(B) 49=22(B) 50=1 23(B) 52=123(B) 53=-123(B) 54=-123(B) 55=-123(B) 56=123(B) 57=57(B) 60=230(B) 61=230(B) 62=-230(B) 63=230(B) 64=230(1]1) 65=-230(B) 66=230(B) 67=-230(B) 68=230(B) 70=-56(B) 71=56(B) 72=-56(B) 73=56(B) 74=-56(B) 75=-56(B) ® WARNING - Verify des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mire i(• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. J34908 A21 Monopitch 20 1 �J34908-1­larry T12500566 Job Reference o tional wnu T, ...,Fi. Fierce, FL 34946 Run: a.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:48 2017 Page 1 ID: WgAUvPkVO_07tNbHLkVugQyJbmB-AP68URMuWg6Ou_aBsgzPEwsgPcOGQSj9Gt6meAyJKm5 -2-0-0 6-3-9 12-M 2-0-0 63-9 6-4-7 d 3x4 = 3x4 = Scale = 1:33.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 6-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.09 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS ( Weight: 73 lb FT = 0% ' LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=487/0-8-0, 2=631/0-8-0 Max Harz 2=416(LC 8) Max Uplift 5=644(LC 8), 2=-708(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer nstallation gulde, FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-229/260, 3-11=-730/625, 3-4=-738/811, 4-5=-426/527 BOT CHORD 6-12=-815/611 WEBS 3-6=-451/422, 4-6=-1029/770, 2-10=379/551, 11-12=358/89, 10-11=-278/229 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 644 lb uplift at joint 5 and 708 lb uplift at joint 2. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. '-'�• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not -G•••��YfC a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 i russ i toss I ype Vry ely, �J34908-1­farry Blue Bldrs-Leonhard Res. T12500567 A22 Half Hip 2 1 Job Reference (optional) Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries. Inc. Tue Nov 14 08:34:48 2017 Peas, 1 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-AP68URMuWg6Ou_aBsgzPEwsquc -2-0-0 5-6-9 10-10-8 12-8-0 2-0-0 5-6-9 5-3-15 1-9-8 4x4 = 3x6 = Scale=1:30.6 4 5 3x4 = — " sxo — i 5-6-9 10-10-8 5.6-9 5-3-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.08 7-8 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.06 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) -0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=487/0-8-0, 2=631/0-8-0 Max Horz 2=375(LC 8) Max Uplift 6=-628(LC 8), 2=-725(LC 8) PLATES GRIP MT20 244/190 Weight: 82 lb PT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD ' Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. FORCES. (lb) -Max. Comp./Max. Ten. - All,forces 250 (lb) or less except when shown. TOP CHORD 3-13=-764/709, 5-6=490/643 BOT CHORD 8-14=-859/648, 7-8=859/648 WEBS 3-7=-543/722,5-7=-678/511, 2-12=-391/565, 13-14=-286/66,12-13=285/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 628 lb uplift at joint 6 and 725 lb uplift at joint 2. 8) This truss design requires that a minimurth of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 0 Truss Truss Type Qty, Ply Blue Bldrs: Leonhard Res. J34908 A23 Half Hip p 1 �J34908-Harry T12500568 Ft P' obReference o tional as, . urea, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:48 2017 Page 1 ID:WgAUvPkVO-07tNbHLkVugQyJbmB-AP68URMuWg6Ou_aBsgzPEwsqucKtQSu9Gt6meAyJKm5 -2-0-0 4-6-9 8-10-8 12-8-0 2-0-0 4-6-9 4-3-15 3-9-8 4x4 = 3x6 = sxn = '3x6 II 4x4 = Scale = 1:26.5 Plate Offsets (X,Y)— 11:0-2-4.0-0-81 12:0-3-1 0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.29 7-13 >517 240 MT20 244/190 TCDL ' 10.0 (_umber DOL 1.25 BC 0.58 Vert(TL) -0.30 7-13 >491 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 75 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 5-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer WEDGE Installation guide. Left: 2x4 SP No.3 REACTIONS. (lb/size) 6=487/0-8-0, 2=631/0-8-0 Max Horz 2=322(LC 8) Max Uplift 6=-609(LC 8), 2=-744(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-296/296, 3-12=-762/710, 3-4=-428/442, 4-5=-341/454, 5-6=-480/603 BOT CHORD 7-13=-834/661 WEBS 3-7=-344/412, 5-7=-683/504, 2-11=-464/715, 12-13=-491/477, 11-12=-289/273 NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=6411; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the. bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 lb uplift at joint 6 and 744 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. ■ • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify, the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job . Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res.J34906 A24G Half Hip Giber 2 1 T12500569 �.J,341:11arry East Coact Tn,as FI Piarra FI ldada ..... _ . __ _ - __._ _ . _ . ob ference o tional -- -- - - • - - •- •- nun: 8.1 su s Oct r 2u1 t rune 6.13u s oct 26 2u17 MiTek Industries, Inc. Tue Nov 14 08:34:49 2017 Page 1 ID:WgAUvPkVO 07tNbHLkVugQyJbmB-ebgWhnNWH7EFV890QXUen7PvuOg89tslUXrKAcyJKm4 -2-0-0 3 6-9 6-10-8 9-8-4 12-8-0 2-0-0 3-6-9 3-3-15 2-9-12 2-11-12 4x6 = 4x8 = 1x4 II 16 5 17 3Xo — 3-6-9 6- 0 -8 -8-0 3-6-9 3-3-15 _ 2-9-12 9_11.19 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 "Except' 6-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=1092/0-8-0, 2=956/0-8-0 Max Horz 2=268(LC 8) Max Uplift 7=1366(LC 8), 2=1157(LC 8) CSI. DEFL. in (loc) I/defl Ud TC 0.65 Vert(LL) 0.13 9-15 >999 240 BC 0.64 Vert(TL) -0.13 9-15 >999 180 WB 0.48 Horz(TL) -0.03 7 n/a n/a Matrix -MS Scale = 1:25.2 3x6 = /3x6 PLATES GRIP MT20 244/190 Weight: 77 lb FT = 0% BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-316/453, 3-14=-1523/1690, 3-4=-134011588, 4-5=-838/1044, 5-6=-838/1044, 6-7=-1038/1268 BOT CHORD 13-15=321/265, 9-15=1666/1347, 8-9=1550/1240 WEBS 3-9=-295/343, 4-9=810/630, 4-8=-597/751, 5-8=-357/377, 6-8=-1523/1224, 2-13=545/786, 14-15=424/159, 13-14=-497/546, 2-15=-333/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. • II; Exp C; Encl., GCpi=0.18;' MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1366 lb uplift at joint 7 and 1157 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 177 lb down and 234 lb up at 6-10-8, and 177 lb down and 224 lb up at 8-11-4, and 177 Ib dawn and 224 lb up at 10-11-4 on top chord, and 539 lb down and 574 lb up at 6-10-8, and 81 lb down and 107 lb up at 8-11-4, and 81 lb down and 107 lb up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-60, 4-6=-60, 7-13=20 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nat building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Parke 36610 East "Job 0 Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908-Harry T12500569 IJ34908 A24G Half Hip Girder 2 t Job Reference (rotionall nun: a.14u s um i zui f rnm: a.13U s uCt zo zul f mi i eK Inaustnes, Inc. 1 ue Nov 14 Utl:44:49 zul / Page z I D:WgAUvPkVO_07tNbHLkVugQyJbmB-ebgWhnNWH7EFV890QXUen7PvuOg89tsl UXrKAcyJKm4 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 9=-462(F) 4=-120(F) 16=-120(F) 17=-120(F) 18=-54(F)19=-54(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 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, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 U Blue 1 T12500570 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 ` 3-10-0 13-10-0 44 = 3 6 2x4 = 1x4 II 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 5 n/r 120 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.01 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=151/5-5-6, 4=151/5-5-6, 6=212/5-5-6 Max Horz 2=64(LC 6) Max Uplift 2=148(LC 8), 4=-148(LC 8), 6=82(LC 8) Max Grav 2=151(LC 1). 4=158(LC 14), 6=212(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.4 PLATES GRIP MT20 244/190 Weight: 21 Ib FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18;, MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by Vhers) of truss to bearing plate capable of withstanding 148 lb uplift at joint 2, 148 lb uplift at joint 4 and 82 lb uplift at joint 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ® WARNING -Verify design paiameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ► Truss Truss Type Qty Ply J34908-Harty Blue Bldrs: Leonhard Res. T72500571 J34908 PB02 Piggyback 2 1 .Inh Reference lnnfinnall easy Coast Truss, rt. tierce, rL s4e48 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc, Tue Nov 14 08:34:50 2017 Page 1 ID:WgAUvPkVO-07tNbHLkVugQyJbmB-6nEuv7082RM67IkazF?tJLyCBQ4xuRcSjBbtj2yJKm3 2-0-0 I 5-8-0 7-8-0 2-0-0 3-8-0 2-0-0 5.00 12 2x4 = 3x4 = 3x4 = 2x4 = Scale = 1:14.7 Plate Offsets (X.Y)— f3:0-2-0.0-2-111.f4:0-2-0,0-2-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOLL 1.25 BC 0.28 Vert(TL) 0.01 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-R Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 2=257/5-5-6.5=257/5-5-6 Max Horz 2=-30(LC 6) Max Uplift 2=-189(LC 8). 5=-189(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-418/276, 3-4=385/258, 4-5=418/276 BOT CHORD 2-5=-227/385 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. • 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 lb uplift at joint 2 and 189 lb uplift at joint 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems; see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908-Harry T12500572 J34908 Wit Jack -Open 8 1 .Inh Rc+farannc lnnfinnall East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, I= Tue Nov 14 08:34:51 2017 Page 1 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-a_oG6TOmplUzISJmXyX6sYUGOgRWdusbyrKRFVyJKm2 -2-0-0 1-0-0 2-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 10.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=-37/Mechanical, 2=291/0-8-0, 4=-52/Mechanical Max Horz 2=110(LC 8) Max Uplift 3=-37(LC 1), 2=-400(LC 8), 4=52(LC 1) Max Grav 3=72(LC 8), 2=291(LC 1), 4=99(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-346/213 WEBS 2-8=-292/455 Scale = 1:8.1 3x4 = DEFL. in (loc) Ildefl Ud PLATES GRIP Vert(LL) 0.00 10 >999 240 MT20 244/190 Vert(T4) 0.00 10 >999 180 Horz(TL) 0.00 2 n/a n/a Weight: 10 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. 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. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3, 400 lb uplift at joint 2 and 52 lb uplift at joint 4. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with WNW) connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply=J34908-Harryua Bldrs:Leonhard Res.T12500573 J34906 ZCJ3 Jack -Open 8 lnnl'nnall ' C—i Truss, — rrerca, rL s+nvo Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:51 2017 Pagel I D: WgAUvPkVO_07tNbH LkVug QyJb mB-a_oG6TOm pl UzIS JmXyX6sYU GO q S KdusbyrKRFVyJ Km2 -2-M 3-0-0 2-0-0 3-0-0 Scale = 1:12.3 3x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 4-10 >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 -MP Weight: 16lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 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) 3=58/Mechanical, 2=284/0-8-0, 4=16/Mechanical Max Horz 2=162(LC 8) Max Uplift 3=-49(LC 8), 2=-299(LC 8) Max Grav 3=72(LC 13), 2=284(LC 1), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-412/237 WEBS 2-8=273/388 NOTES- I 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. • 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 299 lb uplift at joint 2. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall my building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Res. T12500574 I -2-0-0 5-0-0 2-0-D 5-0-0 3x3 = 5-0-0 . _n Scale = 1:16.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.03 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.07 4-10 >849 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 22 lb FT = 0% ' LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=122/Mechanical, 2=347/0-8-0, 4=49/Mechanical Max Horz 2=216(LC 8) Max Uplift 3=119(LC 8), 2=-308(LC 8) Max Grav 3=145(LC 13), 2=350(LC 13), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=503/278 WEBS 2-8=266/329 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 3 and 308 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �]�• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. IJ34908-Harry T12500575 J34908 ZEJ7 Jack -Open 19 1 Job Reference o do al East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 00:34:52 2017 Page 1 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-2AMfJpPOa2cgMbuz5f2LPm1 L8EdbML61BV4_nxyJKm1 -2 .0 7-0-0_ 2-0-0 7-0-0 Scale = 1:20.7 3x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Lid - PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.10 4-10 >807 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.28 4-10 >293 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 2 nla n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -AS Weight: 28 lb FT = O% ' LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. bTHERS 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) 3=183/Mechanical, 2=419/0-8-0, 4=76/Mechanical Max Horz 2=269(LC 8) Max Uplift 3=183(LC 8), 2=-333(LC 8) Max Grav 3=215(LC 13), 2=427(LC 13). 4=124(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-622/328 WEBS 2-8=-258/256, 9-10=295/486 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 3 and 333 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MI7ekO connectors. This design is based only upon parameters shown, and is for an individual building component, not ® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■■■��.�YY■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908-1­larry T12500576 J34908 ZEJ7A Jack -Open 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:52 2017 Page 1 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-2AMfJpPOa2cgMbuz5f2LPml MkEe6ML61BV4—nxyJKm1 -2-0-0 6-16-8 2-0-0 6-10-8 Scale = 1:20.4 3x4 = 6-10-8 6-10-8 Plate Offsets KY)— 11:0-2-4.0-0-81,12:0-0-1,0-0-151 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.30 4-10 >272 240 MT20 2441190 TCDL 10.0 Lumber DOL ].25 BC 0.81 Vert(TL) -0.26 4-10 >309 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 28 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. 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) 3=180/Mechanical, 2=414/0-8-0, 4=74/Mechanical Max Horz 2=266(LC 8) Max Uplift 3=-202(LC 8), 2=-488(LC 8), 4=-133(LC 5) Max Grav 3=193(LC 13), 2=414(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-408/480 WEBS 2-8=259/449, 9-10=601/232 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 3, 488 lb uplift at joint 2 and 133 lb uplift at joint 4. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chard. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. T12500577 J34908 ZEJ7T Jack -Open 17 1 �J34908-Harry Jnh Reference lnnfnnall - uss, ri. rierce, FL saavo Run: 8.130 s Oct 7 2017 Print: 0.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:53 2017 Page 1 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-XMw1X9QOLMlh_IT9fNZaxzaa6d135nhuP9pXJNyJKmO -2-0-0 2-0-0 4-10 6 7-0-0 2-0-0 2-4-0 2 6 6 2-1-10 Scale=1:20.7 1x4 11 2x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CS1. TC 0.77 BC 0.64 WB 0.11 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.21 8 >393 240 Vert(TL) -0.38 8 >219 180 Horz(TL) 0.14 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 34 lb FT.= 0% ' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5=19/Mechanical, 2=433/0-8-0, 6=250/Mechanical Max Horz 2=269(LC 8) Max Uplift 5=38(LC 8), 2=329(LC 8), 6=141(LC 8) Max Grav 5=21(LC 13). 2=441(LC 13), 6=284(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-459/319, 3-4=438/210 BOT CHORD 3-7=320/487 WEBS 4-7=-545/358, 2-13=250/366, 14-15=-355/161 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 5, 329 lb uplift at joint 2 and 141 lb uplift at joint 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 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, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi Tek* k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job & Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. IJ34908-Harry T12500578 IJ34908 ZHJ7 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:54 2017 Page 1 ID:WgAUvPkVO-07tNbHLkVugQyJbmB-?YTPkVRe6gtYcv2LC44pUB6pj1Plg991epz6spyJKm? -2-9-15 4-10-14 9-10-1 2-9-15 4-10-14 4-11-3 Scale: 1/2"=1' 3x4 II 5 6 3x4 = 11 3x4 1x4 II 0-3-1 4-10.14 4-11-3 Plate Offsets (X.Y)— f3:0-0-0.0-0-101 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.07 9-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.08 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 52 lb FT = O% ' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Ingslallation guide, REACTIONS. (lb/size) 3=506/0-10-15, 8=443/Mechanical, 10=0/MechanIca[ Max Horz 3=490(LC 14), 10=515(LC 24) Max Uplift 3=-576(LC 8), 8=-296(LC 8) Max Grav 3=781(LC 31), 8=543(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2�503/457, 2-3=-517/482, 3-13=453/220, 4-13=-1054/443 BOT CHORD 12-14=239/383, 9-14=-448/917, 8-9=-448/917, 1-11=-438/515, 10-11=438/515 WEBS 4-8=893/475, 3-12=507/412, 12-13=-408/241 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.0psf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 576 lb uplift at joint 3 and 296 lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be, provided sufficient to support concentrated load(s) 161 lb down and 122 lb up at 1-4-15, 161 lb down and 122 lb up at 1-4-15. 129 lb down and 74 lb up at 4-2-15, 129 lb down and 74 lb up at 4-2-15, and 178 lb down and 155 lb up at 7-0-14, and 178 lb down and 155 lb up at 7-0-14 on top chord, and 95 lb down and 80 lb up at 1-4-15, 95 lb down and 80 lb up at 1-4-15, 41 lb down and 4 lb up at 4-2-15, 41 lb down and 4 lb up at 4-2-15, and 48 lb down at 7-0-14, and 48 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced); Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=60, 5-6=-20, 7-12=-20, 1-10=-20 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 0 Truss Truss Type Qty Ply J34908-Harty Blue Bldm. Leonhard Res. J34908 ZHJ7 Diagonal Hip Girder 1 1 T12500578 P-1 r - I.... rr c;.—..; 1-- Job Reference o do al — — cu ; r m11 arc Inausines, mc. I ue NOV 14 Od:34:b4 201 T Page 2 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-?YTPkVRe6gtYcv2LC44pUB6pj1PIg991epZ5spyJKm? ` LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=79(F=39, B=39) 17=-75(F=-381 B=-38) 18=80(F=40, B=40) 19=9(F=4, B=4) 20=42(F=21, B=21) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE, ■ Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job it Truss Truss Type Qty Blue Bldrs: Leonhard Res.T72500579 1PIyF7J34908-Harry J34908 ZHJ7A Diagonal Hip Girder 1 Reference (optional) East Coast i fuss, Ft. Fierce, FL aa94ti Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:54 2017 Page 1 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-7YTPkVRe6gtYcv2LC44pUB6pj1PIg991epZ5spyJKm7 -2-9-15 4-10-14 9-10-1 2-9- 55 4-10-14 4-11-3 0 3x4 II 5 3x4 = 11 3x4 = 3x4 = a 0-3-1 9 4-10-14 4-5.8 Scale:l2"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.07 9-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.08 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 52lb FT=0% ' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 ' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS. (lb/size) 3=506/0-10-15, 8=443/0-11-5, 8=443/0-11-5, 10=0/Mechanical Max Horz 3=490(LC 14). 10=515(LC 24) Max Uplift 3=576(LC 8), 8=-296(LC 8) Max Grav 3=781(LC 31), 8=543(LC 28), 8=443(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=503/457, 2-3=517/483, 3-13=453/220, 4-13=-1054/443 BOT CHORD 12-14=239/383, 9-14=448/917, 8-9=-448/917, 1-11=-438/515, 10-11=-438/515 WEBS 4-8=893/475, 3-12=-507/412, 12-13=-408/241 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 576 lb uplift at joint 3 and 296 lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 161 lb down and 122 lb up at 1-4-15, 161 lb down and 122 lb up at 1-4-15, 129 lb down and 74 lb up at 4-2-15, 129 lb down and 74 lb up at 4-2-15, and 178 lb down and 155 lb up at 7-0-14, and 178 lb down and 155 lb up at 7-0-14 on top chord, and 95 lb down and 80 lb up at 1-4-15, 95 lb down and 80 lb up at 1-4-15, 41 lb down and 4 lb up at 4-2-15, 41 lb down and 4 lb up at 4-2-15, and 48 lb down at 7-0-14, and 48 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-20, 7-12=-20, 1-10=20 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev, 1010312015 BEFORE USE. ■■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 ob rr Truss Truss Type Qty Ply Blue Bldrs: Leonhard Res. �J34908-Harry T72500579 J34908 ZHJ7A Diagonal Hip Girder 1 1 Job Reference (optional nun: o.l JV s um i zul I rrmr: o.isu s uci z0 zu1l ml i eK mau sines, Inc. I ue Nov 14 U6:34:54 2u17 Page 2 ID:WgAUvPkVO_07tNbHLkVugQyJbmB-?YTPkVRe6gtYcv2LC44pUB6pj1PIg991epZ5spyJKm? LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=79(F=39, 8=39) 17=-75(F=-38, B=-38) 18=80(F=40, B=40) 19=9(F=4, B=4) 20=42(1`=21, B=-21) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply J34908-Harty Blue Bldrs:Leonhard Res. r"Is—s' T12500580 Job 7 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.130 s Oct 7 2017 Print: 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Nov 14 08:34:55 2017 Page 1 ID:WgAUvPkVO-07tNbHLkVugQyJbmB-TllnyrSHtz7PD3cYmob200f ZRIhZckBtTleOGyJKm- -2-9-15 4-9-13 9-7-15 2-9-15 4-9-13 4-10-2 3x4 5 azo — 3x4 = 11 3x4 = 1x4 II Scale=1:23.6 01-1 9 4-9- 3 4-9-13 9-7-15 4-10-2 Plate Offsets (X.Y)— f3:0-0-0.0-0-101 LOADING (psi] SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.07 9-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.08 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 51 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=498/0-10-15, 8=436/Mechanical, 10=0/Mechanical Max Horz 3=498(LC 14), 10=517(LC 24) Max Uplift 3=770(LC 8), 8=-505(LC 8) Max Grav 3=770(LC 31). 8=509(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-505/454, 2-3=519/480, 3-13=458/327, 4-13=-1035/785 BOT CHORD 12-14=283/376, 9-14=-775/901, 8-9=-775/901, 1-11=435/517, 10-11=-435/517 WEBS 4-8=877/804, 3-12=510/533, 12-13=-402/340 Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=64ft; L=54ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 770 lb uplift at joint 3 and 505 lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 161 lb down and 122 lb up at 1-4-15, 161 lb down and 122 lb up at 1-4-15, 129 lb down and 74 lb up at 4-2-15, 129 lb down and 74 lb up at 4-2-15, and 178 lb down and 155 lb up at 7-0-14, and 178 lb down and 155 lb up at 7-0-14 on top chord, and 160 lb down and 80 lb up at 1-4-15, 160 lb down and 80 lb up at 1-4-15, 106 lb down and 4 lb up at 4-2-15, 106 lb down and 4 lb up at 4-2-15, and 113 lb down at 7-0-14, and 113 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-20, 7-12=-20, 1-10=-20 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall my 21, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 4 Truss Truss Type Ply Blue Bldrs: Leonhard Res. Nob �J34908-Harry T1250D580 ZHJ7B Diagonal Hip Girder �Qty 2 1 IJ34908 Job Reference (optional) tast coast I cuss, m. tierce, M aaevo nwr. o.ious �ci reuu rnu,. u.iuvs�uwe�u nu, en nwvouiea, u,�. ,��,.w ,�w..,�.e,. emu„ may« ID:WgAUvPkVO_07tNbHLkVugQyJbmB-TllnyrSHtz?PD3cYmob200f ZRIhZckBtTleOGyJKm 'LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=79(F=39, B=39) 17=75(1==-38, B=-38) 18=80(F=40, B=40) 19=9(F=4, B=4) 20=42(F=21, B=21) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mn`ek0 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering system ® General safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -yl6 - -1- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Colainected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 BOTTOM CHORDS 3 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. EL O 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 8 7 6 5 1 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved 2ti MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIfrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.