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HomeMy WebLinkAboutTrussLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek a RE: J34331-J34331A - RUBIN CUSTOM HOMES MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Rubin Custom Homes Project Name: Liteplo Model: Addition Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: 2016 NW Laurel Lane City: Palm City State: Florida 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/TPI2007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 13 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# I Truss Name I Date 1 IT12050643 IA01G 9/19/17 12 I T12050644 I A02 19/19/17 13 I T12050645 I A03 19/19/17 1 14 I T12050646 I V4 19/19/17 1 15 I T12050647 I V8 19/19/17 1 16 I T12060648 I V12 19/19/17 1 17 I T12050649 I V16 19/19/17 1 18 I T12050650 I V20 19/19/17 1 19 I T12050651 I V24 19/19/17 1 I10 I T12050652 I ZCJ1 19/19/17 1 I11 I T12050653 I ZCJ3 19/19/17 112 I T12050654 I ZEJS 19/19/17 113 I T12050655 I ZHJ5 19/19/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for "the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Joaquin VeloiPE'Nd.68182 TJIITeN USA, Inc; K,Cert 66$4 6904Parke Easi.Blpii :7ampaFLWfibfO WWI September 19,2017 Velez, Joaquin 1 of 1 5.00 112 \ 5x8 NAILED 3 3x4 i 45 yy 2 d> 1 22 21 47 3x4 3x6 II 3x4 = NAILED = glob Truss Truss Type City ' Ply RUBIN CUSTOM HOMES T12050643 J34331-J34331A A01G GABLE 1 1 Job Reference (optional) Last UOasl 1 russ, rt. rlerce, rL 34`J46 0. Wu s OUP I I tv I I Iva I art H W—L b. um:. mum wP Io royc , I D:15iguLg06lz3UGX6g 1 ZcxtycOHM-TQlx5YPcXgb7dFjM3gwYwyOLW 1 LeKQwEzig6cYycKrJ I 2 Lill B 5 0 0 10 3 2 15.4.8 20.5.14 25-9.0 27.10.8 30.9-0 2-10.8 2-1.8 5.3.2 - I 5.1.6 5.1.6 �' 5-3.2 2,1.8 2I 10.8-n TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. - 1x4 II 1x4 II 1x4 II 1x4 II x4 11 4 11 2114 11 21<4 11 4x4 = 6 1x4 II 1x4 II 1x4 II 1x4II 1�1 I2I1I09 21x4 2 II z II 10x10 = 10x10 = 4x10 = 10x10 = 48 20 49 19 50 185251 53 17 54 16 55 3x4 = 3x4 = 3x8 = NAILED3x4 = 3x4 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 TCDL 15.0 Lumber DOL 1.33 BC 0.38 BCLL 0.0 Rep Stress Incr NO WB 0.42 BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-8,8-11: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 Scale = 1:54.5 NAILED 5x8 11 46 3x4 12 N 13 �q d 56 15 14 NAILED 3x4 = 3x6 II 3x4 = DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.13 16-18 >999 240 MT20 244/190 Vert(TL) -0.1118-20 >999 180 Horz(TL) -0.05 14 n/a n/a Weight: 237 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-3 cc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-1 oc bracing. JOINTS 1 Brace at Jt(s): 5, 7, 10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 22=139010-3-8, 14=1390/0-3-8 Max Horz 22=248(LC 7) Max Uplift 22=-1517(LC 8), 14=1377(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-194/318, 2-3=-861/1224, 3-4=-1187/1109, 4-6=-1164/1227, 3-5=532/792, 5-7=231/397, 7-10=-231/397, 10-11=-483/822, 6-9=-1164/1227, 9-11=-1187/1109, 11-12=-861/1294, 12-13=-142/315 BOT CHORD 21-22=-355/207, 20-21=-1083/910, 18-20=-1594/1519, 16-18=-1625/1518, 15-16=-1141/909 WEBS 3-21=-831/497, 3-20=-696/697, 5-20=-358/142, 5-18=475/472, 7-18=-639/324, 10-18=-398/506, 10-16=-3661127, 11-16=-664/696, 11-15=-831/459, 2-22=-1275/1402, 2-21=-13B7/1139, 12-14=-1275/1342, 12-15=1342/1139, 6-7=-690/367, 9-10=-471/294, 4-5=471/295 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=31ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 4) Provide adequate drainage to prevent water ponding, 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 22=1517,14=1377. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) "NAILED" indicates 3-10d (0.148"0") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11,111.7473 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 M!Tek* 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 RU13IN CUSTOM HOMES T12050643 J34331-J34331A A01G GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 m i.ju s Jep i i zU"I r Iwl I eK Inuu5tries, inc. mum oep to rv.vu.00 cv r r rcgp c ID:151guLgO6lz3UGX6g1 ZcxtycOHM-TQlx5YPcXgp7dFjM3gwYwyOLW1 LeKOwEzig6cYycKrJ NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 472 lb up at 5-0-0, and 207 lb down and 472 lb up at 25-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-90, 3-6=-90, 6-11=-90, 11-13=-90, 39-42=-20 Concentrated Loads (lb) Vert: 21 =1 92(F) 15=1 92(F) 47=22(F) 48=22(F) 49=22(F) 50=22(F) 51 =22(F) 52=22(F) 53=22(F) 54=22(F) 55=22(F) 56=22(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. i" Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and Is for an Individual building component, not i.��j a truss system. Before use, the building designer must verity 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 andfor chord members only. Additional temporary and permanent bracing M!Tek" 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, D5B-99 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City, Ply RUBIN CUSTOM HOMES T12050644 J34331-J34331A A02 Common 4 1 Job Reference o tional East Goast Truss, Ft. Pierce, FL 34940 8.130 s Sep 112017 MiTek Industries, Inc. Mon Sep 18 16:57:00 2017 Page 1 ID:151guLgO6lz3UGX6g 1 ZcxtycOHM-PpPiVERs2SrrsYtkBFy07N6cOrweoBmXROJChQycKrH 7-10-6 15-4-8 22-10-9 30-9-0 7-10-6 7-6-1 7-6-1 �- 7-10-6T' Scale = 1:51.1 4x6 5 q I 11 3x6 G 3x4 = to 3x4 = 3x6 3x6 = 3x6 = 3x4 = 3x4 = 2 8-12 2-1Q-8 11-2-8 19.6-8 27-10.8 28,0-4 30-9-0 2r 8-12 0-1M B-4-0 8-4-0 8-4-0 0-1-12 2-8-12 . Plate Offsets (X Y) 11:0-0-0 0-0-61 15.0-0-0 0-0-61 GOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 39.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.29 7-10 >999 249 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(TL) -0.42 7-10 >727 180 BCLI^ 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.08 6 n/a n/a BGDL 10.0 Code FBC2014frPI2007 Matrix -AS Weight: 150 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORb 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11, 4-6 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 =1 691/0-3-8, 6=1691/0-3-8 Max Horz 11=248(LC 11) Max Uplift 11=-1212(LC 12), 6=-1086(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-89/543, 2-3=-1809/2075, 3-4=-1809/2075, 4-5=-89/543 BOT CHORD 1-11=-396/192, 10-11=-1603/1709, 7-10=-1183/1334, 6-7=-1603/1709, 5-6=-396/192 WEBS 3-7=719/454, 4-7=-383/177, 3-10=-719/454, 2-10=-383/158, 2-11=-2388/2103, 4-6=2388/2103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-14, Interior(1) 3-0-14 to 15.4-8, Exterior(2) 15-4-8 to 18-5-6 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1212, 6=1086. 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. -- -wi­ ®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 10 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 City Ply RUBIN CUSTOM HOMES T72050645 J34331-J34331A A03 Common 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 6-7-0 4xt 6-3-8 4x6 = 8.130 s Sep 112017 MITek Industries, Inc. Mon Sep 18 16:57:02 2017 Page 1 ilz3UGX6gl ZcxtycOHM-MCXSwwS7a35Y6sl7lg_U4oB7Uec7G38quJoJlJycKrF Scale=1:43.4 10 3x4 = 3x4 = 3x4 = V Sx6 = 5x6 0- - 3 8-8-4 17-1-0 25-6-5 25 0- - 3 8-5-7 8 4-12 8-5 4 0 -3-0.110 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 TCDL 15.0 Lumber DOL 1.33 BC 0.74 BCLL 0.0 Rep Stress Incr YES WB 0.98 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* 1-10,5-6: 2x8 SP No.2 REACTIONS. (lb/size) 10=1384/0-3-8, 6=138410-3-8 Max Horz 10=-192(LC 10) Max Uplift 10=987(LC 12), 6=-987(LC 12) DEFL. In (loc) Udefl Ud Vert(LL) 0.32 6-7 >940 240 Vert(TL) -0.39 7-9 >771 180 Horz(TL) 0.08 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 143 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 2-10, 4-6 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=-372/577, 2-3=-1852/2284, 34=1854/2287, 4.5=-374/579, 1-10=368/412, 5-6=3691413 BOT CHORD 9-1 0=-1 843/1730, 7-9=-1364/1350, 6-7=-1846/1733 WEBS 2-9=361/169, 3-9=-829/546, 3-7=-831/548, 4-7=-363/170, 2-10=-1750/1748, 4-6=-1750/1748 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 3-3-10, Interior(1) 3-3-10 to 12-10-9, Exterior(2) 12-10-9 to 15-10-9 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The solid section of the plate is required to be placed over the splice line at Jolnt(s) 8. 4) Plate(s) at joint(s) 1, 3, 5, 9, 2, 7, 4, 10 and 6 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at Joint(s) 8 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=987, 6=987. 9) 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. wARN/NG - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 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 p` a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall only. Additional temporary and permanent bracing MiTek* building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members 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 ANSI/TPI1 Quality Criteria, DSB-69 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 yob Truss Truss Type Qty Ply RUBIN CUSTOM HOMES T12050646 J34331-J34331A V4 Roof Special 1 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 wa u en muusuos, rico. Mori 66p ,u 1u-,. Z — -, , -aU - ID:15iguLgO6lz3UGX6gl ZcxtycOHM-XJicEgbO_RU?wYNESUh3168?W4WwKG9RQXyPeAycKr4 2-0-0 4-0-0 2-0-0 2-0-0 3x4 = 5.00 12 2x4 � 2x4 -- Scale =1:7.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 . Code FBC2014/TPI2007 Matrix-P Weight: 10 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BqT CHORD 2x4 SP No.3 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 quide. REACTIONS. (Ib/size) 1=140/4-0-0, 3=140/4-0-0 Max Horz 1=15(LC 11) Max Uplift 1=-44(LC 12), 3=-44(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=12ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. WARNING - Varify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0I.7473 rev. 1010312015 BEFORE USE. *A*�� Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not i.���( a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overal( building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sulle 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply RUBIN CUSTOM HOMES T12050647 J34331-J34331A V8 Roof Special 1 1 Job Reference (optional) Last coast I russ, m. tierce, r-L a4e40 4x4 = o. I— 0 OCN , , N I I rvn i cn uwuau,ca, n —F , ID:15iguLgO6lz3UGX6g 1 ZcxtycOHM-TipNfMcH W3kiAsXdZujX6XDFauBho9TktrRVj3ycKr2 8-0-0 4-0-0 Scale = 1:14.6 0 4 2x4 i 1x4 II LOADING (pal SPACING- 2-0-0 CS'. DEFL. In (loc) I/dell L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI: Matrix LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=181/8-0-0, 3=181/8-0-0, 4=359/8-0-0 Max Horz 1=38(LC 11) Max Uplift 1=-74(LC 12), 3=-74(LC 12), 4=-80(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=277/257 2x4 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% BRACING- ` TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc 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 quide. 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=12ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 pat bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. DIE' 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 Truss Truss Type Qty Ply RUBIN CUSTOM HOMES T72050648 J34331-J34331A V12 GABLE 1 1 Job Refere ce . ti. . East Coast Truss, Ft. Pierce, FL 34946 8.1au s bep rl zui i ml I UK mauarnes, mu. wrun oap i o 1 V.V 1. V V GV ,1 age ID:15iguLg06lz3UGX6glZcxtycOHM-mnDbZxU7t T7zKmi oYBiQpSfsiiSelGaHOzMeycKrC 6-0-1 12-0-0 6.0-1 5-11-15 Scale=1:18.9 4x6 = 3x4 % 4 3x4 1x4 II LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCQL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2014RPI2007 CSI. TC 0.87 BC 0.48 WB 0.09 Matrix-S DEFL, in Vert(LL) n/a Vert(TL) n/a Horz(TL) 0.00 (loc) Vdefl Ud n/a 999 n/a 999 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 38 lb FT = 0% LUMBER- TOP CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 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. (Ib/size) 1=257/12-0-0, 3=257/12-0-0, 4=646/12-0-0 Max Horz 1=61(LC 11) Max Uplift 1=-97(LC 12), 3=-97(LC 12), 4=-175(LC 12) Max Grav 1=264(LC 21), 3=264(LC 22), 4=646(LC 1) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 24=477/317 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=12ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1).3-8-12 to 6-0-1, Exterior(2) 6-0-1 to 9-0-1 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except at=lb) 4=175. ®WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. f01031201 S 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 ANSIM1 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 RUBIN CUSTOM HOMES T12050649 434331-J34331A V16 GABLE 1 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 11 2017 MiTeK Industries, Inc. mon Sep to io:bt:ui zui i rage 1 ID:151guLgO6lz3UGX6g1ZcxtycOHM-19KLzdWFPbkrCdv45DafnruvBf rowYKZ2bV4RWycKrA g-0-1 16-0-0 r T- g p 1 7-11' 15 4x4 = Scale = 1:25.3 3x4 ; 6 7 6 3x4 1x4 II 5x5 = 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud TCLL 30.0 Plate Grip DOL 1,25 TC 0.42 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WE 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-S PLATES GRIP MT20 2441190 Weight: 55 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT FHORD 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. All bearings 16-0-0. (lb) - Max Horz 1=89(LC 11) Max Uplift All uplift 100 lbor less at joints) 1, 5, 7 except 8=201(LC 12), 6=-201(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=383(LC 1), 8=476(LC 21), 6=476(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-7=-306/116, 2-8=-390/289, 4-6=-389/289 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=16ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 8-0-1, Exterior(2) 8-0-1 to 11-0-1 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 8=201, 6=201. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 6. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI1.7473 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 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 Qty Ply RUB[ CUSTOM HOMES T12050650 J34331-J34331A V20 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 MiTek Industries, Inc. Mon Sep 15 16:57:09 2017 Page 1 ID:I5iguLgO6lz3UGX6g 1 ZcxtycOHM-eYS50JXWxD_ZSx3TDec7tGz9DT46OSasVv_BVPycKr8 10-0-1 20-0-0 10-0-1 9-11-15 Scale = 1:31.6 44 3x4 % 6 7 6 3x4 tx4 II 5x5 = 1x4 II LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.39 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S PLATES GRIP MT20 244/190 Weight: 71 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc 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. All bearings 20-0-0. (lb) - Max Horz 1=128(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-268(LC 12), 6=-268(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=294(LC 1), 8=636(LC 21), 6=635(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=506/345, 4-6=-505/345 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=20ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 10-0-1, Exterior(2) 10-0-1 to 13-0-1 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 5 except at=lb) 8=268,6=268. B) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 6. WARNING -Verity 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 appllcabillty of design parameters and prop only incorporate this design into the overall p 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 ANSIITPIt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply RUSIN CUSTOM HOMES T12050651 J34331-J34331A V24 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 16.0-0 8.13U s Sep 11 20j1 t MI I etc Inausmes, inc. Mon Sep to iv:ot: i i cu i t rage i ID:15jguLgO6lz3UGX6gl ZcxtycOHM-bwasp?ZmTgEHhFDsK3fbyh3dmHrvsLb8zDTlaHycKr6 4x4 = 4-0-0 4-0-0 Scale = 1:37.9 3x4 ':r- 12 11 10 15 9 6 3x4 1x4 II 1x4 II 5x5 = 1x4 II 1x4 II 16-0-0 20-0-0 24-0-0 16 0 0 4-0-0 4-0 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-S Weight: 90 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. All bearings 24-0-0. (lb)- Max Horz 1=168(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-198(LC 12), 12=183(LC 12). 9=-198(LC 12), 8=-184(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 7 except 10=405(LC 17), 11=471(LC 21), 12=439(LC 1). 9=476(LC 18), 8=440(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-10=-303/59, 3-11=393/281, 2-12=351/273, 5-9=-392/280, 6-8=-352/274 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 12-0-1, Exterior(2) 12-0-1 to 15-0-1 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about As 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except Gt=lb) 11=198, 12=183, 9=198, 8=184. 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 ANSIITPII 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 Truss Truss Type Qty Ply RUBIN CUSTOM HOMES T72050652 J34331-J34331A ZCJ1 Jack -Open 4 1 Job Reference o do al East Coast Truss, Ft. Pierce, FL 34946 6A30 s Sep i i 20 a can i art umusurea, mu , wwn vGP iv , v,. iv , , , .e., , ID:15iguLgO6lz3UGX6glZcxtycOHM-uHVVHOe9pz6H1 KFCE1 HEkArrY5A77XOAapg9KNycKf1 1-0-0 1-0-0 1 d d 2x4 = 1-0-0 1-0-0 Scale = 1:7.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(TL) -0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 3 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 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 guide. REACTIONS. (lb/size) 2=-0/Mechanical, 3=109/Mechanical Max Horz 2=95(LC 1), 3=-95(LC 1) Max Uplift 3=-77(LC 12) Max Grav 3=109(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=12ft; save=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 100 lb uplift at Joint(s) 3. ,&WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 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 indlvidual truss web andlor 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 City RUBIN CUSTOM HOMES JPly T12050653 J34331-J34331A ZCJ3 Jack -Open 4 1 Job Reference (optional) test Goasl I runs, rl. vierce, rL s4V40 3-0-0 5.00 12 I D:15iguLgO6lz3UGX6g1 ZcxtycOHM-gfdGi3gPLbM?GdPaMSJipbxBbvpkT02T179GN GycKgz 2 8 4x4 11 Scale = 1:11.4 1 d 4 2x4 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT 3 AND MAX HORZ. REACTIONS 1x4 II SPECIFIED BELOW. 2-11-13 2-11-13 043 LOADING (pSO SPACING- 1-11-4 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.01 3 >201 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(TL) -0.01 3 >269 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 11 lb 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=30910-2-14, 4=309/0-2-14, 2=0/Mechanical Max Horz 4=-296(LC 1), 4=-296(LC 1), 2=296(LC 1) Max Uplift 4=-218(LC 12) Max Grav 4=309(LC 1), 4=309(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-620/382 BOT CHORD 1-4=320/635 WEBS 2-4=249/397 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=12ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) n/a 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pat bottom chord live load 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 at joint(s) 4, 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jf=lb) 4=21 B. &WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design for use only with MiTek® connectors. This design is Based only upon parameters shown, and Is for an individual building component, not H� valid 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 Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply RUBIN CUSTOM HOMES T12050654 J34331-J34331A ZEJ5 Half Hip 12 1 Job Reference o tional ­G7.99 9M7 Dano 1 East Coast Iuss, M.Fierce, I•LZ14a4o ...—..v F „—, ,.,,,­....---.'. ..• ­-- ._ .-.-..____.. . ID:15iguLg06lz3UGX6g 1 ZcxtycOHM-m2kO7ligtCdjVxZzTtLAu00N1 iVHxJ7mVReNS9ycKgx 2-11.6 5-0-0 2-11-6 2-0-10 Scale=1:15.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(TL) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=0/Mechanical, 4=-24/Mechanical, 5=567/0-5-4 Max Horz 3=96(LC 1), 5=147(LC 12) Max Uplift 4=-48(LC 20), 5=-386(LC 12) Max Grav 4=7(LC 3), 5=567(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-382/191 BOT CHORD 1-5=-100/382 WEBS 2-5=444/515 Structural wood sheathing directly applied Rigid ceiling directly applied. 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=12ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-11-6, Interior(1) 2-11-6 to.4-114 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 100 lb uplift at joint(s) 4 except Qt=lb) 5=386. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ���'■j a truss system. Before use, the building designer must verity 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 RUBIN CUSTOM HOMES T12050655 J34331-J34331A ZHJ5 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.13u s Sep 11 zul t Mt I eK inausmes, Inc. mon bep 1C 1o:orzg zui r rage i ID:15iguLgO6lz3UGX6g 1 ZcxtycOHM-IRsmYRJwPptRIFJMbHNe_R5mGWBVPBB3y17U W1 ycKgv 3-7-2 4-1-10 , 7-0-2 3 7 p 0_9 2.10-7 3x4 = 4 2x4 II Scale = 1:16.2 3-10-2 0-3-9 2-10-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.01 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.46 Vert(TL) 0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WS 0.30 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 28 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x6 SP No.2 `Except' 2-5: 2x4 SP No.3 REACTIONS. (lb/size) 3=56/Mechanical, 6=1270/0-7-1, 5=-400/Mechanical Max Horz 6=133(LC 8) Max Uplift 3=-44(LC 21), 6=-751(LC 8), 5=-400(LC 1) Max Grav 3=71(LC 16), 6=1270(LC 1). 5=176(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-484/851 BOT CHORD 1-6=-749/488, 5-6=-749/355 WEBS 2-6=-1041/547, 2-5=-397/838 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 5-10-10 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=9.Opsf; BCDL=6.Opsf; h=15ft; B=25ft; L=12ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 100 lb uplift at Joint(s) 3 except (Jt=lb) 6=751, 5=400. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 4-7=-20 Concentrated Loads (lb) Vert: 10=161(F=-80, B=-80) wARNING - verify design paramefers 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 n /� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek' 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 Symbols PLATE LOCATION AND ORIENTATION 3/4 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 -;I r For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or 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 Connected Wood Trusses. F.:3,09,14 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TnP CHORDS � CI-2. C2-3 4 WEBS U d O F C7-8 C6-7 C5-6 BOTTOM CHORDS 8 7 6 4 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. 0_ O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. (L p 4. Provide copies of this truss design to the building 1-designer, erection supervisor, property owner and all other interested parties. 5 I 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBEREDILETTERED 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 MiTek 9 MiTek Engineering Reference Sheet: Mll-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 ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 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.