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HomeMy WebLinkAboutTruss Drawings (2) Job Truss Truss Type Qty Ply Petersen Residence I T11212704 170586A T24 Roof Special Girder 1 1 Job Reference(opt J ional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:35 2017 Page 2 ID:OK6t4y42Vg12osslU9J2BYzcO3w-wGSHgldQi6M82hl4?uFLSpl61 X216mbY9KdQErzDHNS ' I LOAD CASE(S) Standard Concentrated Loads(lb) Vert:13=-971(F)14=-393(F)15=421(F)16=419(F) I, I i I i I I i I I' I I i I I I I i i i I I i i I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE Design for use s il This design only upon an busto a truss system.Before use,the building designer Must Verify he applicability design parameters and properlyncorpo incorporate this deign Into the ove all! pq g building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing IVIi lek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance,regarding the fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Mexandrla.VA 22314. Tampa,FL 33610 i i ri II Job Truss Truss Type Qty Ply Petersen Residence T11212705 170586A T26 Monopitch Girder 2 1 Job Reference o'tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 2412:59:36 2017 Page 1 I D:OK6t4y42Vg 12oss I U 9.j2BYzcO3w-OSOf 15e2TQU?grKHZbma?OgGvxN RrHniO_MznfzDHNr 1-g-0 5-0-9 9 5 g 1-8-0 5-0-9 4-4-15 ,I Scale=1:20.6 3x4 11 ij 4 i I r II 3.50 F12 1 5x7 3 Ij it I� I 2 j 1 I 3x12=9 10 6 11 3x12 11 I 5 7x8= II II 5-0-9 9-5-8 5-0-9 114-4-15 Plate Offsets(X Y)-- [2:1-0-4 0-0-4] [5-Edge 0-4-81 .1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.21 6-8 >523 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.20 6-8 >561 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) -0.03 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Weight:51 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc puffins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. 3-5:2x4 SP No.2 WEBS 1 Row at midpt '1 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. Ij REACTIONS. (lb/size) 2=2073/0-3-8,5=1541/0-5-8 Ij Max Horz 2=246(LC 5) II Max Uplift 2=-2374(LC 8),5=-1707(LC 8) Max Grav 2=2213(LC 25),5=1702(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. j TOP CHORD 2-3=3953/3978 BOT CHORD 2-6=-3796/3831,5-6=-3796/3831 WEBS 3-6=-1931/2009,3-5=-3973/4046 I NOTES- 1 Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Caf� lf;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumbel DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2374 lb uplift at joint 2 and 1707 lb uplift at joint 5. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)767 lb down and 805 lb up at 1 1-0-12,766 lb down and 805 lb up at 3-0-12,and 766 lb down and 805 lb up at 5-0-12,and 766 lb down and 805 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)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:1-4=-54,2-5=20 j Concentrated Loads(lb) Vert:6=-709(B)9=-71O(B)10=-709(B)11=-709(B) I i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-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 I � 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 fabrlcailon,storage,delivery,erection and bracing of trusses and truss systems,seeANS,/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 '.I e A Job Truss Truss Type Qty Ply �. Petersen Residence T11212707 170586A T28 Monopitch Girder 1 ! Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 S Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:37 2017 Page 1 I D:OK6t4y42Vg 12oss I U9J2BYzcO3w-sea2FQfg EkcsH?uT6l HpXEN UyLlEalTrde6XJkzDH Nq -1-8.0 5-0-9 9-5-8 1-8-0 5-0-9 4-4-15 I Scale=1:20.8 3x4 I I 4 3.50 12 3x5 3 i � I 2 1 i 6 9i 3x4= 3x6 11 3x4= 5 � I 6x6= i I 5-0-9 9-5-8 5-0-9 '4-4-15 Plate Offsets(X Y)-- [2:0-3-0 0-0-0] [5:0-3-0 0-4-01 1 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.12 5-6 >927 240 ! MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.10 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(TL) -0.01 5 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I i Weight:51 lb FT=20% LUMBER- BRACING- f TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathi6 g directly applied or 5-5-1 oc puriins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing: MiTek recommends that Stabilizers and required cross bracing be installed durin trus erection,in accordance with Stabilizer Installation guide' REACTIONS. (lb/size) 2=684/0-3-8,5=1060/0-5-8 Max Harz 2=246(LC 5) Max Uplift 2=-850(LC 8),5=-1259(LC 8) Max Grav 2=717(LC 25),5=1196(LC 27) i FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1837/1888 BOT CHORD 2-6=1765/1773,5-6=-1765/1773 WEBS 3-6=756/812,3-5=-1794/1892 j NOTES- I 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.' li;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional);cantilever left and fight exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 Mall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 850 Ib uplift at joint 21and 1259 lb uplift at joint 5. 1 ,5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1064 lb down'and 1214 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). I LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,2-5=20 Concentrated Loads(lb) Vert:9=-968(B) I l i i WARNING-Verify,design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIh7473 rev.10/032015 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 j building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW 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 I Symbols Numbering System 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 /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ff-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 BCSI. C1-2 c2a 2. Truss bracing must be designed by an engineer.For 0-1/1 1, 4 wide truss spacing,Individual lateral braces themselves 0 WEB may require bracing,or alternative Tor I T 0� ,� �� 0 bracing should be considered. a �� 3 p O 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 0 O 4. Provide copies of this buss design to the building - - - - — -_ - For 4 X 2 orientation, locate C7-8 06-7 C5b 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 atjoint- 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 19%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 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber 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 purlins provided of 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 ff.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. �� 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/TPII: National Designp e 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, M He keANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses, MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRU&ION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: PETERSEN Builder Name: STEWART COOPERI Street: 4915 SEAGRAPE DRIVE Permit Office: ST. LUCIE COUNTY' City,State,Zip: FORT PIERCE,FL,34982 Permit Number: Design Location: FL,Fort Pierce Jurisdiction: j Cond.Floor Area:: 1327 sq.ft_ Cond.Volume: 10616 cuff.ft. ;J i I Envelope Leakage Test Results Leakage Characteristics Regression Data: CFM(50): C: n: R: Single or Multi Point Test Data E LA: HOUSE PRESSURE FLOW: EgLA. 1 Pa cfm ACH: ,!2 Pa cfm 3 SLA: I I Pa cfm gCH(50) 4 Pa cfm * For prescriptive projects,tested leakage must be 5 Pa cfm <=7 ACH(50). For perj ormance projects, tested 6 Pa cfm leakage must be<=the ACH(50)shown on Form R405-201'4 for this project. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed asset forth in Section 489.105(3)(f), (g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off,and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I' I hereby certify that the above envelope leakage Testing shall be conducted by either i �1lE Sp performance results demonstrate compliance 553individuals as defined in S.993(5) or(7) Florida Statutes orection p� z with Florida Energy Code requirements in ., ,r '_=- o, �• individuals licensed as set�forth in accordance with Section R402.4.1.2. I rr+a �� _= :•°..� ,� O Section 489.105(3)(f), (g),jor(i) or an approved third art Y• A wriitten report of the results of the test shall be signed SIGNATURE: by the third party conducting the test 'A �� and provided to the code official PRINTED NAME: yti,TI r DATE: BUILDING OFFICIAL: DATE: i 1 2/7/201 7 4:02 PM EnergyGaugeO USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1