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HomeMy WebLinkAboutProject Information ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECEIVED APR MiTek® RE: 73954 - Pole Barn/BDB MiTek USA, Inc. 6904 Parke East Blvd. Site Information: T mpa,FL 33610-4115 Customer Info: Higgins Brothers Construction Project Name: Dave Bellville Mode Lot/Block: Subdivision: Address: unknown City: Port St Lucie State: FL i Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf i This package includes 2 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T10492349 A 2/22/17 2 T10492350 SGEA 2/22/17 I I The truss drawing(s)referenced above have been prepared by MiTek , QU I N USA,Inc. under my direct supervision based on the parameters ON... E •��� �,.•'�C NS•VF4,$,,','• �� provided by Chambers Truss. �' F Truss Design Engineer's Name: Velez, Joaquin • • No 681 My license renewal date for the state of Florida is February 28,2019. = * = �-o: IMPORTANT NOTE' The seal on these truss component designs is a certification �� STATE OF 4/ 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 i '�< 0 R O N -Z, shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ���tss ••••• • ' �G% given to MiTek. Any project specific information included is for MiTek's customers AL 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 Joaquin Velgg�z o.66i82� a parameters or the designs for any particular building. Before use,the building designer MiTek USA, 'Cert663� ,{ shout verify applicability 1--- d e y app cabs ty of design parameters and properly incorporate these designs 69Q4 Parke East Blvd:Tampa FL 336— into the overall building design per ANSI/TPI 1,Chapter 2. Date: February 22,112017 Velez,Joaquin 1 of 1 Job Truss Truss Type y Pole BarNBD6 Ti 73954 A COMMON 22 1 Job Reference(optional) Chambers Truss,Fort Pierce,FL 7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Feb 22'09:23:17 2017 Page 1 I D:E016?eiji?ICpOMU361-jgyBluv-e75N6VL_d Dy07RAgQ?QhwEGQbM245gVWAPc4nCzieSe -2.0-10 , 7-6-1 15-0-0 22-5-15 30-0-0 32-0-10 2-0-10 7-6-1 7-5-15 7-5-15 7-6-1 2-0-10 Scale=1:54.7 4.00 FIT 4x6= 4 5x8 5x8 3 5 i 2 6 �c r+I1 7 I7 O 10 9 17 8 o 3x4= 46= 3x4= 3x5= 3x5= I 10-0-0 , 20-0-0 , 30-0-0 , 10-0-0 10-0-0 10-0-0 Plate Offsets(X,Y)-- [2:0-2-2,Edge],[3:0-4-0,0-3-41,[5:0-4-0,0-3-4],[6:0-2-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.27 8-10 >999 360 MT20 2144/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.64 8-10 >559 240 BCLL 0.0 ' Rep Stresslncr YES WB 0.68 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:129 Ib i FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD 4-0-0 cc bracing. ' WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance withl Stabilizer Installation guide. REACTIONS. (lb/size) 2=1223/0-3-8 (min.0-1-15),6=1223/0-3-8 (min.0-1-15) Max Horz 2=-405(LC 5) Max Uplift 2=-1125(LC 12),6=1125(LC 8) Max Grav 2=1627(LC 17),6=1627(LC 21) I FORCES. (lb)-Max.Comp./Max.Ten.-All'forces 250(lb)or less except when shown. TOP CHORD 2-3=-3364/2091,3-4=-2979/1760,4-5=-2979/1762,5-6=-3364/2094 BOT CHORD 2-10=-2097/3171,9-10=-1061/1977,9-17=-1061/1977,8-17=1061/1977,6-8=-1795/3083 WEBS 4-8=-687/1056,5-8=-788/778,4-10=-685/1055,3-10=787/777 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l7omph(3-second gust)Vasd=132mph;TCDL=42psf;BCDL=3.Opsf;h=17ft;B=45ft;L=30ft;eave=oft;Cat. II;Exp C;Open,GCpi=0.00;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1125 lb uplift at joint 2 and 1125 lb uplift at joint 6. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I ' i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE M11-7473 rev,10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must 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 rectulred 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/TPI I 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 Jo rusS rUSS ype y Pole BarNBDB T10492350 73954 SGEA GABLE 2 1 Job Reference(optional) chambers Truss,Fort Pierce,FL 7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Feb 22 0923:26 2017 Page t I D:EO16?e iji?ICpOMU361_jgyBIuv-ts7m?aSdV_41ipMuRO4on88w9_6BivkrF112bBzieSV 2-0-10 7-6-1 15-0-0 22-5-15 30-0-0 32-0-10 , 2-0-10 7-6-1 7-5-15 7-5-15 7-6-1 2-0-10 ' Scale=1:54.7 I 3x4= 4.00 12 4x6= i 4 5x8 5x8 I 3 5 uL a 2 6 v r)1 7 O 10 9 50 8 o 3x4= 4x6= 3x4= 3x5= 3x5= I 10-0-0 20-0-0 30-0-0 10-0-0 10-0-0 10-0-0 Plate Offsets(X Y)-- [2:0-2-2 Edge] [3:0-4-0 0-3-4] [4:0-2-0 0-0-4] [5:0-4-0,0-3-4],16:0-2-2,Edgel 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 0.79 Vert(LL) -0.27 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.64 8-10 >559 240 BCLL 0.0 Rep Stress Incr NO WB 0.68 HOrz(fL) 0.10 6 n/a n1a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight:178lb rT =20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD 4-0-0 oc bracing. 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 guide. REACTIONS. (lb/size) 2=1223/0-3-8 (min.0-1-15),6=1223/0-3-8 (min.0-1-15) Max Horz 2=-405(LC 5) Max Uplift 2=-1125(LC 12),6=1125(LC 8) Max Grav 2=1627(LC 17),6=1627(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3—3364/2091,3-4=-2979/1760,4-5=-2979/1762,5-6=-3364/2094 BOT CHORD 2-10=2097/3171,9-10=-1061/1977,9-50=1061/1977,8-50=-1061/1977,6-8=1795/3083 WEBS 4-8=-687/1056,5-8=-788/778,4-10=-685/1055,3-10=787l777 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASIDE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.opsf;h=17ft;B=45ft;L=30ft;eave=4ft;Cat. ll;Exp C;Open,GCpi=0.00;MW FRS(directional);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 ANSI/TPI 1. 4)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 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 1125 lb uplift at joint 2 and 1125 lb uplift at joint 6. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev IOM312015 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,seeANSI/TPI I 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 ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate On joint unless x,y 6-4-8 dimensions shown in ff-in-sixteenths Failure to Follow Could Cause Property —-- I /4--- __(Drawings not to scale) offsets are-indicated - - -- -- - - - 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 orX-bracing,is always required. See SCSI. 1 r c1-2 cgs 2. Truss bracing must be designed by an engineer.For - [ wide truss spacing,individual lateral braces themselves WEBS 4 may require bracing,or alternative Tor I c � � .� p bracing should be considered. O �� c = U � 3 O 3. Never exceed the design loading shown and never O a �p = stack materials on inadequately braced trusses. O o 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7_8 �� a5a 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 Miiek 20/20 NUMBERS/LETTERS. software Or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 1 W.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. A The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or 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 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. —--- -- Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ,Er 18.Use of green or treated lumber may 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 Bracin is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTeke ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015