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HomeMy WebLinkAboutTruss Drawings Job Truss Truss Type City Ply 1242944-Hernandez Res. T12915991 1242944 T17 Hip 1 1 Job Reference(optional) Builders FirstSource, Plant City,FL 33566 7.640 s Aug 16 2017 Mi-rek Industries,Inc. Tue Jan 09 15:48:52 2018 Page 1 ID:JBA4Y1OlgOYOauHBMAO?5fySnUv-ww3bev9?Ox2GDGPP_HK1AcAcH9LFtRKXUHYVUGzx2x9 -2-0-0 7-7-1 11-0-0 19-4-9 27-7-7 36-0-0 39-4-14 47-0-0 2-0-0 7-7-1 3-4-15 8-4-9 8-2-13 8-4-9 3-4-15 7-7-1 Scale=1:84.2 6x8= 2x4 15x6= 4x6= 6x8= 4 5 6 7 8 6.00 12 2x4\\ 0 2x4!1, 3 9 0 co 10 2 1 Io0 5x6= 16 17 15 i4 18 13 12 19 11 5x8= 4x6= 4x6= 5x8= 46= 4x6= 4x6= 11-0-0 19-4-9 27-7-7 36-0-0 47-0-0 11-0-0 8-0-9 8-2-13 8-4-9 11-0-0 Plate Offsets(X,Y)-- f2:0-3-0 Edge] f4:0-5-4 0-3-0) (8:0-5-4 0-3-01,f10:0-4-0,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 0.65 Vert(LL) 0.32 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.55 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.48 Horz(f L) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:318lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD 2x6 SP NO.2`Except` BOT CHORD Rigid ceiling directly applied or 4-7-9 oc bracing. 12-15:2x6 SP M 26 WEBS 1 Row at midpt 4-14,7-14,8-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1 0=1 721/Mechanical,2=1848/0-8-0 Max Horz2=142(LC 16) Max Upliftl0—670(LC 8),2=-714(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3174/2713,3-4=-2933/2602,4-5=-3533/3198,5-6=-3532/3199,6-7-3532/3199, 7-8=-3555/3222,8-9-3005/2674,9-1 0=-3257/281 5 BOT CHORD 2-16=-2224/2727,16-17=-1937/2591,15-17=-1937/2591,14-15=-1937/2591, 14-18=2769/3555,13-18-2769/3555,12-13=1996/2652,12-19=-1996/2652, 11-19=-1996/2652,10-11=-2343/2845 WEBS 3-16-239/417,4-16=-259/461,4-14=-982/1218,5-14-463/578,7-13-503/568, 8-13=-927/1183,8-11=-331/503,9-11=-293/505 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18; MW FRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 670 lb uplift at joint 10 and 714 Ito uplift at joint 2. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. �' Design valid for use only with MITekO 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 WeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 12a2saa-Hernandez Res. T12915964 1242944 Vol Valley 1 1 , Job Reference(optional) Builders FirstSource, Plant City,FL 33566 7.640 s Aug 16 2017 Mi rek Industries,Inc. Tue Jan 09 15:48:58 2018 Page 1 I D:JBA4Y101 gOYOauHBMAO?5fySnUv-13RsvzDmOnpPxBsZLYRSPtOoBaYpHGHQsC?giwzx2x3 2-0-0 r 200 Scale=1:7.9 2 ' 6,00 12 1 v a 0 3 2x4 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a, n/a 999 MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(fL) n/a n/a 999 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) Weight:5lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=51/2-0-0,2=37/2-0-0,3=14/2-0-0 Max Horz 1=35(LC 12) Max Upliftl=-1 6(LC 12),2=-38(LC 12) Max Grav 1=51(LC 1),2=37(LC 1),3=27(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- .(8) 1)Wind:ASIDE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.11;Exp C;Encl.,GCpi=0.18; MW FRS(envelope)and C-C Extefior(2)zone;C-C for members and forces$MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -2)Gable requires continuous bottom chord bearing. 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 38 lb uplift at joint 2 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any _ particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 hues 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.Addlllonal 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 fabricallon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPll 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 33010 Job Truss Truss Type Qty Ply 1242944-Hernandez Res. T12915995 ' 1242944 V02 Valley 1 1 Job Reference(optional) Builders FirslSource, Plant City,FL 33566 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Jan 09 15:48:59 2018 Page 1 I D:JBA4Y1 O1 gOYOauHBMAO?5fySnUv-DG_E6JEOn4xGZKRIuFyhy4zyB_tT0h6Z5sINEM7x2x2 3-1-2 4-0-0 3-1-2 0-10-14 Scale=1:13.0 3 6.00 rl2 2x4 11 - 2 1 v 6 0 5 4 2x4 5- 2x4 I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Vdefl. Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 3-11-8. (lb)- Max Horz 1=87(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,3 except 5=-117(LC 12) Max Grav All reactions 250 lb or less at joint(s)1,3,4,5 FORCES. (lb)-Max Comp./Max-Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-151/306 NOTES- (e) 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=18fh Cat.11;Exp C;Encl.,GCpl=0.18; MW FRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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 26.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)3 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3 except(jt=lb) 5=117. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev,10/012015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shova),and Is for an Individual building component,not .. a truss system.Before use,the building designer must verify the applicability of design paramelers 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,seeANSI/TPII 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,Alexandila,VA 22314. Tampa,FL 33610 Job Truss Truss Type aty Ply 1242944-Hernandez Res. T12915996 1242944 V03 Valley 1 1 Job Reference(optional) Builders FirslSource, Plant City,FL 33566 7.640 s Aug 16 2017 M7ek Industries,Inc.Tue Jan 09 15:48:59 2018 Page 1 ID:J BA4Y101 gOYOauH BMAO?5fySnUv-DG_E6J EOn4xGZKRIuFyhy4zux-gXOgfZ5sINEMzx2x2 i 5-1-2 r 6-0-0 5-1-2 0-10-14 Scale=1:18.0 3 3x6 II 2 6.00 12 1 v 6 6 5 4 2x4 i 3x6 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 - TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=128/5-11-8,3=-67/5-11-8,4=-26/5-11-8,5=362/5-11-8 Max Horz 1=138(LC 12) Max Upliftl=17(LC 12),3—67(LC 1),.4=-51(LC 3),5=-242(LC 12) Max Gravl=128(LC 1),3=69(LC 12),5=362(LC 1) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-307/621 NOTES- (8) 1)Wind:ASCE 7-10;Vuit=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18; MW FRS(envelope)and C-C Extefior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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).Bearing at joint(s)3 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4 except Qt=lb) 5=242. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model"was used in the analysis and design of this truss. 8)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MlTekO 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.Addilional temporary and permanent bracing MiiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP1I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System ' A General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y 6-4-8 dimensions shown In ft-in-sixteenths Failure to Follow Could Cause Property a offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth, TOP CHORDS diagonal or X-bracing,is always required, See SCSI. c1-2 cgs 2. Truss bracing must be designed by an engineer.For wide truss spacing,Individual lateral braces themselves WEBS cam. 4 may require bracing,or alternative Tor I TT c ,� �y •q Q bracing should be considered. I O 2 �> -`^�� M O U s by � = 3. Never exceed the design loading shown and never a y� a O stack materials on Inadequately braced trusses. 00 a0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c�-s c6a c5a 0 designer,erection supervisor,property owner and plates 0-1/0 from outside BOTTOM CHORDS all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MTek 20/20 NUMBERS/LETTERS, software or upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19go at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the r width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. ,r- 11,Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION - 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purllns provided at output, Use T or I bracing spacing Indicated on design. if indicated, Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing th 10 is spacing, 9 Y or less,if no ceiling is Installed,unless otherwise noted. BEARING established by others. • 15.Connections not shown are the responsibility of others. Indicates location where bearings 16,Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur, 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18. or treated lumber may Use of green y pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing, is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTekANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015