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Home My WebLink AboutTruss info Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 'le Copy MiTek �� , RE: M11323 = 62' Grand Carlton III with porch MiTek USA, Inc. 6904 Parke East Blvd. Site Information: T 3610-4115 Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Model. pa a,3 Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL 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: 165 mph Roof Load: 37.0 psf Floor Load: NIA psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. �No. Seal# Truss Name Date 11 I T9680954 JA 10/17/16 1_J T9680955 J A5 1 10/17/16 13 I T9680956 1 A6 1 10/17/16 14 I T9680957 J A7 1 10/17/16 1 15 I T9680958 JAB 1 10/17/16 1 16 I T9680959 J A9 1 10/17/16 1 17 JT9680960 I GRA _ 10/17/16 18 I T9680961 I GRB 1 10/17/16 19 I T9680962 I J2 1 10/17/16 1 110 I T9680963 J J4 1 10/17/16 1 Ill I T9680964 J J6 1 10/17/161 L 2 j T9680965 J J8 1 10/17/16 1 113 I T9680966 J KJ8 j 10/17/16 1 The truss drawing(s)referenced above have been prepared by MiTek QVIN�VF°eee, USA,Inc. under my direct supervision based on the parameters eeo�o�pP\G E provided by Chambers Truss. �, F' .• Truss Design Engineer's Name: Velez, Joaquin ? 611182 My license renewal date for the state of Florida is February 28,2017. o IMPORTANT NOTE: The seal on these truss component designs is a certification CC X p•: STATE OF :•� that the engineer named is licensed in the jurisdiction(s)identified and that the 0 . (V designs comply with ANSI/TPI 1. These designs are based upon parameters 10 T•• A- shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��••• O R O• '��®e< given to MiTek. Any project specific information included is for MiTek's customers S ••• file reference purpose only,and was not taken into account in the preparation of ae11 A'�% these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Joaquin Velez PE No.68182 should verify applicability of design parameters and properly incorporate these designs Mrrek USA,Inc.FLCert6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa Fl.33610 Date: October 17,2016 Velez,Joaquin 1 of 1 Job Truss Truss Type ,Qty Ply 62'Grand Carlton III with porch T9660954 M11323 A COMMON g 1 Job Reference (optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:01 2016 Page 1 I D:a3B4PavKnnZweXyJckSFBgyuFUN-iMeaXsQ91 rHM W rvchxpgcTUSEIMd6iD2tQGCyMySYQy r1-0-Q 6-7-13 12-4-13 17-0-0 21-73 27-43 34-0-0 35-0-0 1-0-0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 1-0-0 Scale=1:59.2 4.00 FIT 4x4= 6 25 2x3 24 2x3 !I 3x6% 5 7 3x6 4 8 3x4 3x4 3 9 ,n1 2 10 11 N I� O 17 16 15 26 27 14 13 12 4x5— 2x3 II 4x6= 3x8= 3x8= 46 2x3 I 05= '6-7-13 12-4-13 21-7-3 - 27-4-3 34-0-0 6-7-13 - 5-9-0 9-2-7 5-9-0 6-7-13 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.29 15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.72 14-15 >567 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.14 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:163 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1362/0-8-0,10=1362/0-8-0 Max Horz2=179(LC 7) Max Uplift2=-832(LC 8),10=-832(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3188/1833,3-4=-2663/1558,4-5=2616/1565,5-24=2668/1672,6-24=-2608/1669, 6-25=-2608/1669,7-25=2668/1672,7-8=-2616/1565,8-9=-2663/1558,9-10=-3188/1833 BOT CHORD 2-17=-1629/2972,16-1T=-1629/2972,15-16=-1629/2972,15-26=-934/1925, 26-27=-934/1925,14-27=-934/1925,13-14=-1629/2972,12-13=-1629/2972, 10-12=1629/2972 WEBS 6-14=-533/948,7-14=-328/317,9-14=550/387,6-15=-533/948,5-15=328/317, 3-15=-550/387 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34fF eave=6ft;Cat.ll; Exp C;Encl.,GCpi=0.18;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 832 lb uplift at joint 2 and 832 lb uplift at joint 10. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)50 lb down and 29 lb up at 15-0-0. and 50 lb down and 29 lb up at 19-M on top chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-54,6-11=-54,18-21=-20 Concentrated Loads(lb) Vert:24=-50(F)25=-50(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 musi,vertty the applicability of design parameters and properly Incorporate this design Into the overall bu0dng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW VIOW is always raquirrxi for stab;ilty and to ffvvord collar Esc,with r K rsslblo rx rsonal Injun,and prolx rty dcurr-ugo. fc7r acnrxc:i guldcr rcc-nxiarc£ng iho fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI l 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,Mexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680955 M11323 AS SPECIAL 9 1 - Job Reference(optional) Chambers Truss, Fort Pierce,FL 7'640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:03 2016 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-elILyYSPZSX4m92_pLr8huZh1Zy4adbKKkll I FySYQw r1-0-0 7-8-5 10-6-0 l 17-0-0 20-4-8 26-4-0 34-0-0 35-0-0 �1-0-0 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 1-0-0 Scale=1:61.2 4.00 12 5x8 II 6 2x3 12x3 4x6% 7 3x6 ' 2x3 zz 5 4 8 3x4 3 9 14 ,n1 2 10 11 N r 5x12MT18HS= 6 6 13 12 5x12= 2x3 II 3x6= 3x10= 2.00 F12 10-0-4 20-4-8 26-4-0 34-0-0 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets(X Y)-- (2'0-2-2 0-0-71 f4:0-3-0 Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.74 14 >553 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -1.48 13-14 >275 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.43 10 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight:154 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-11 oc bracing. WEBS 2x4 SP No.3'Except` WEBS 1 Row at midpt 6-14 6-14:2x4 SP M 30 REACTIONS. (lb/size) 2=1297/0-8-0,10=1327/0-8-0 Max Harz 2=179(LC 7) Max Uplift2=-795(LC 8),10=-812(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5402/3080,3-4=-5047/2830,4-5=5005/2833,5-6=-5093/2947,6-7=-2352/1498, 7-8=-2330/1420,8-9=-2383/1406,9-10=-2979/1705 BOT CHORD 2-14=2837/5142,13-14=990/2054,12-13=-1496/2765,10-12=1496/2765 WEBS 3-14=342/309,5-14=297/306,6-14=-1796/3265,6-13=-246/514,7-13=-259/242, 9-13=-634/426 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=1411;B=52fh L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise Indicated. 4)This truss has been designed for a I O.0 psi 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)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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 795 lb uplift at joint 2 and 812 lb uplift at joint 10. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only w1th MITek6 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 rcquirod to;;taNllty and to pfe".1cnt collai:",`.:drr t:osslblo•,:Kxsonal Enixy arKt proixatp darncgc. kr 9Onoral guEd<szcc;ry[xdir rg 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 L _ Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680956 M11323 A6 SPECIAL 1 1 Job Reference(optional) Cumbers Truss, Fort Pierce,FL 7.640,s Apr 19 2016'MiTek Industries,Inc. Mon Oct 17 10:40:04 2016 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-6xJj9uT1 KmfxNJdBM3MNE56scyHtJ?2UZOVsZhySYQv 1-0- 8-11-11 16-0-0 18-0-0 2o-4-8 25-11-15 34-0-0 5-0 -0-0 8-11-11 7-0-5 21-0 2-4-8 5-7-7 Scale:3/16°=l' 4.00 12 6x8= 5x6= 5 6 2x3\\ 3x4 5x6 WB% 5x6 34 78 n Irf N N1 2 14 9 10 N 1� 5xl2 MT18HS= 13 t O 3x4= 12 6 11 5x6= 2x3 I I 3x6= 3x10= 2.00 12 10-6-4 15-0-0 6-0 20-4-8 25-11-15 34-0-0 10-6-4 4-5-12 -0-0 4-4-8 5-7-7 8-0-1 Plate Offsets(X Y)-- f2:0-2-2 0-0-71 (3:0-3-0 Edgel f5:0-4-0 0-2-31 (7:0-2-7 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.68 14 >601 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -1.13 14-17 >362 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:156lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 3-5:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3*Except* 5-14:2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1298/0-8-0,9=1326/0-8-0 Max Horz2=169(LC 7) Max Uplift2=-796(LC 6),9=811(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5374/3073,3-4=5240/3075,4-5=-4981/2826,5-6=2255/1421,6-7=-2312/1390, 7-8=-2320/1368,8-9=-3010/1736 BOT CHORD 2-14=-2825/5111,13-14=1110/2301,12-13=-1043/2141,11-12=-1528/2799, 9-11=1528/2799 WEBS 4-14=487/484,5-14=-1581/2900,5-13=-402/185,6-13=166/517,8-12=-764/537, 8-11=0/257 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft B=52ft;L=34ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)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)Bearing at joint(s)2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 796 lb uplift at joint 2 and 811 lb uplift at joint 9. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10MV2015 BEFORE USE Design valid for use only with MITekV connectors.This design Is based only upon parameters shown,and Is for an Individual Wilding 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 MOW Is a€wctys Yrx;�.itrc a tn.r stability and to provcnt c0lcsr,with{x=1Ac{xxscmclE L rj xy aria prop rty ckinrago. K,r 0._ncral guidance rrx,Tcxr ing", fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,s 218 N.Lee Street.Suite 312.Alexandrla VA 22314. Tampa,FL 33610 I I Job Truss Truss Type Qty Ply 62'Grand Carhop III with porch T9680957 Ml1323 A7 SPECIAL 1 1 Inh Reference fnnrnnall Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10AO:05 2016 Page 1 I D:W SJgpGwal Ppeur6hkg UjG5yuFUL-a7t5N ETf53no?TCNwmtcnJfOEMeV2Pl dn1 EP58ySYQu r1-0-Q 8-10-10 14-0-0 20-0-0 25-11-15 34-0-0 35-0-0 1-0-0 8-10-10 5-1-6 5-11-15 8-0-1 1-0-0 Scale=1:62.3 5x10= 5x6= 4.00 FIT 4 5 2x3 3x4 3 6 N i d „ I w1 2 7 8 di 5xl2 MT18HS= Icy o 10 g Sx12= 2x3 II 4x5= 3x10= 2.00 12 10-6-4 14-0-0 20-4-8 25-11-15 34-0-0 10-6-4 3-5-12 -4 5-7-7 8-0-1 Plate Offsets(X,Y)-- f2:0-2-2,0-0-71,(4:0-5-0,0-1-131 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.66 11 >623 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -1.40 10-11 >291 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight:147lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1297/0-8-0,7=1327/0-8-0 Max Horz 2=-149(LC 6) Max Uplift2=795(LC 8),7=-812(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=5357/3035,3-4=-4993/2805,4-5=2157/1368,5-6=-2364/1410,6-7=2960/1697 BOT CHORD 2-11=-2785/5096,10-11=1430/2801,9-10=-1486/2746,7-9=1486/2746 WEBS 3-11=-412/418,4-11=-1327/2588,4-10=-810/415,5-10=-166/455,6-10=636/444 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)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)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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 795 lb uplift at joint 2 and 812 lb uplift at joint 7. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MITek(3)connectors.This design Is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW k;aiway<;rorru;rrxt let stability and 10 prcvord collapse with rx;.=,lblo Ixxron a:Injury ar wi property d ar ncv,•o. Wr r,7:n0101 graldr rcc rrsr:rding the fabrication,storage,delivery,erection and bracing of muses 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 Job Truss Truss Type •Qty Ply 62'Grand Carlton III with porch T9680958 M11323 A8 SPECIAL 1 1 Job Reference(optional) CViambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:07 2016 Page i I D:WSJgpGwal Ppeur6hk9UjG5yuFUL-XW?sovVwdhl W EmMl2BW4skkNSAK2W N RwFLj WAOySYQS r1-0-Q 8-8-4 12-0-0 15-8-4 20-4-8 22-0-0 24-8-12 34-0-0 $5-0-0 '1-0-0' 8-8-4 3-3-12 3-8-4 4-8-4 1-71 2-8-12 9-3-4 1-0-0 Scale=1:62.2 5x6= 3x4 2x3 11 4x8= = 4.00 12 4 20 5 6 21 7 2x3 2X3 8 3 v N1 2 13 9 10,N �� Sxl2 MT18HS= m 1 6 6 12 11 5x12= 4x6= 3x4= 3x10= 2.00 12 10-6-4 20-4-8 22-01 1 34-" 10-6-4 9-10-4 1-7-8 12-" r Plate Offsets(X Y)-- f2:0-2-2 0-0-71 f7:0-5-8 0-2-4) f9:0-2-6,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC -0.73 Vert(LL) 0.64 12-13 >642 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -1.36 12-13 >301 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.39 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:1541b FT=0 LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1292/0-8-0,9=1332/0-8-0 Max Horz2=129(LC 7) Max Uplift2=-794(LC 8),9=813(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=5337/3033,3-4=4970/2788,4-20=-3801/2193,5-20=-3801/2193,5-6=-2464/1521, 6-21=-2472/1529,7-21=-2472/1529,7-8=-2492/1487,8-9=-2808/1655 BOT CHORD 2-13=2785/5078,12-13=-1698/3180,11-12=1158/2331,9-1 1=-1 432/2593 WEBS 3-13=-389/395,4-13=-895/1665,5-13=291/796,5-12=-894/538,7-12=-303/452, 7-11=-228/474,8-11=-408/405 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34fh eave=6ft Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed fora 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)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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 794 lb uplift at joint 2 and 813 lb uplift at joint 9. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03,2016 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 f` 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 �fiiTek' F aiwar.rcquirod for stability and to prcvont cdiicv sc.with t::�s.,c r"af'o,:1i Injury oru:i prorx:rty darnctgr_. For goncrai gr.rklcr rco rogarding.Yno 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 Jab Truss Truss Type •Qty Ply 62'Grand Carton III with porch T9680959 M11323 A9 HIP 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:08 2016 Page 1 I D:_etC1 cxC3ixVV?huls?ypJyuFUK-?iZE?F-WYO_gMswxybvRJOxH gpalH FnB4U?T3iSySYQr r1.0-g 6-7-15 10-0-0 15-2-14 20-4-0 - 24 2 0 27-4-1 34-0-0 $5-0-p �1-0-0 6-7-15 3-4-1 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 1-0-0 Scale=1:60.1 4.00 FIT 3x4 4x4= 2x3 II 4x9= = 4 22 5 6 23 7 2x3 2x3 i 3 8 r; oS N1 2 9 10 ° EEI im 6 6 15 74 13 12 11 3x5= 3x8= 3x6= 6x8= 3x6= 3x4= 3x5= 10-0-0 20-4-0 24-0-0 34-0-0 10-0-0 10-4-0 3-8-0 10-0-0 Plate Offsets(X Y)-- f2:0-2-8 Edgel f7:0-5-4 0-2-01 f9:0-2-2 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.17 13-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.42 13-15 >574 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:156 lb FT=0 LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=687/0-8-0,9=382/0-8-0,13=1554/0-8-0 Max Horz2=109(LC 6) Max Uplift2=441(LC 8),9=-262(LC 8),13=-904(LC 8) Max Grav2=709(LC 17),9=420(LC 18),13=1554(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-11961685,3-4=-874/475,4-22=-797/472,5-22=-797/472,5-6=-369/747, 6-23=-369/747,7-23=-369/747,7-8=-78/269,8-9=-295/175 BOT CHORD 2-15=-543/1091,14-15—39/316,13-14=-39/316,12-13=245/259,11-12=-245/259 WEBS 3-15=349/338,5-15=-256/615,5-13=-11621752,6-13=-260/229,7-11=156/325, 8-11=387/359,7-13=-762/448 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=1411;B=52ft;L=34ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 441 lb uplift at joint 2,262 lb uplift at joint 9 and 904 lb uplift at joint 13. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103J2015 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 i� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• V alvvays ri rlukod for slat AIIlly and to prcVCn1 coltaptxs wiitl rxrs111C IX;rsoI ICA Er j�s i aaQ Ixol:xyry darncUr% 'or gcxuxal guldcml c_rogarding ti rc fabxicaflon,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 Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680960 M11323 GRA HIP 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:09 2016 Page 1 I D:_etC 1 cxC3ixVV?huls?ypJyuFLIK-Tv7cDbW A91 H D U4W 89cyYx9pg Dz6A_CfDifCdEvySYQq r1-0-Q 8-M 11-1-1 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 35-0-Q 1-0-0 8-0-0 5-10-15 1-6-0 3-8-2 3-9-14 8-0-0 Scale=1:62.3 TOP CHORD MUST BE BRACED BY END JACKS, THIS COMPONENT IS TO BE USED IN ROOF DIAPHRAGM,OR PROPERLY CONNECTED CONJUNCTION WITH A RIGID DIAPHRAGM. PURLINS AS SPECIFIED. 4x4= THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND 11 14 WITH NEGLIGIBLE LATERAL DEFLECTIONS. 9 7x10 6 17 6x10 I 4.00 F12 4 3x6 19 3 = 13 16 5x 21 10 N1 2 N 22 23 � I 29 28 27 26 25 24 3x6 I 3x6= 6x8= 3x6= 6x8— 4x4= 3x5= 6x8= 8-0-0 11-1-1 18-6-0 26-0-0 34-0-0 8-0-0 3-1-1 7-4-15 7-0-0 8-0-0 Plate Offsets(X,Y)-- (3:0-3-8,Edge),f21:0-3-8,Edge),(24:0-3-8,0-3-0),[27:0-3-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.10 24-35 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(fL) -0.19 24-26 >987 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) 0.02 22 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) Weight:194lb FT=0 LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc puriins. Except: BOT CHORD 2x4 SP M 30 1 Row at midpt 8-21 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s):7,8,19,17,14 REACTIONS. All bearings 0-8-0. (lb)- Max Harz 2=179(LC 7) Max Uplift All uplift 100 lb or less at joint(s)except 2=376(LC 8),27=-1146(LC 8),26=1470(LC 8),22—646(LC 8) Max Grav All reactions 250 lb or less at joint(s)except 2=527(LC 13),27=2197(LC 13),26=2894(LC 14), 22=1015(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-561/338,3-5=-306/839,5-7=-584/1206,7-8=-584/1206,8-10=584/1206, 10-12=-584/1206,12-13—584/1206,13-15=-584/1206,15-16=-584/1206, 16-18=-584/1206,18-20=-2121/1203,20-21=-2121/1203,21-22=2176/1197, 4-6=-173/256,6-9=134/313,9-11=-1 141371,11-14=-200/419,14-17=-102/280, 19-21=-1 51/268 BOT CHORD 2-29=195/591,28-29=-143/463,27-28=-143/463,26-27=772/440,25-26=-393/630, 24-25=-393/630,22-24=-1014/2010 WEBS 3-29=-457/1105,3-27=-1643/836,5-27=769/636,5-26=-537/346,13-26=-934/608, 18-26=-2360/1437,18-24=-782/1690,21-24=-38/353,4-5=-618/520,19-20=-342/310, 14-1'5_549/402 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x3 MT20 unless otherwise indicated. 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 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 376 lb uplift at joint 2,1146 Ito uplift at joint 27,1470 lb uplift at joint 26 and 646 lb uplift at joint 22. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)967 lb down and 461 lb up at 26-0-0,and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). AD C Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/fEKREFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' V ahaays rcdulrcd for stalAilty and to provent collopso with r i:X;.R:Ac I:rx srmal Injury arxt prolx•rty 01.frn0,Jc. Kir 00w ral 3uidcmcc rc;acad:ng 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 Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680960 M11323 GRA HIP 1 i Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Mon Oct 17 10:40:09 2016 Page 2 I D:_etC1 cxC3ixVV?huls?ypJyuFUK-Tv7cDbW A91 H D U4 W 89cyYx9pg Dz6A_CfDifCdEvySYQq LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,21-23—54,29-30=20,24-29=47(F=-27),24-33=-20,3-11=-1 26(F=-72),11-21=-126(F=72) Concentrated Loads(lb) Vert:29=641(F)24=641(F) I Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Info 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' V olv r"u required for-WIl ilty and to with Ix3s:9Ulo r orsonal Injury and prr.'PATy Ch0rra:K3a. Fir gcncral 3uldanco regarding the . fabricallom storage,delivery,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 Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i r Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680961 M11323 GRB HIP 1 1 Jab Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:09 2016 Page 1 I D:SrRaEyyrgO4M78G4raW BLWyuFUJ-Tv7cDbW A91 HDU4W 89cyYx9piuz4F_CMDifCdEvySYQq r1-0-0 8-0-0 13-8-0 17-0-0 20-4-0 26-0-0 34-0-0 35-0-0 1-01 8-0-0 5-8-0 3-4-0 31 5-8-0 8-0-0 Scale=1:60.1 5xB MT18HS= 410= 5x8 MT18HS= 4.00 12 2x3 II 4x6= 2x3 II 3 23 4 5 6 7 24 8 ' N N N1 2 9 10 '^ �i p — O -16 15 14 13 12 11 45— 3x6 11 4x6— 6x10= 6x10= 46= - 3x6 I I 4x5= i 6-0-0 13-8-0 20-4-0 26-0-0 _ - 34-0-0 8-0-0 5-8-0 6-8-0 5-8-0 8-0-0 Plate Offsets(X Y)-- f2:0-2-2 Edgel 13.0-5-4 0-2-81 f5:0-3-0 Edgel f8:0-5-4 0-2-81 f9:0-2-2 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0,57 Vert(TL) -0,27 14-16 >912 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight:153 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing. WEBS 2x4 SP No:3'Except` WEBS 1 Row at midpt 8-13,6-13 4-14,7-13:2x6 SP No.2 REACTIONS. (lb/size) 2=1296/0-8-0,13=3993/0-8-0,9=510/0-8-0 Max Horz2=-90(LC 6) Max Uplift2=871(LC 8),13=-2549(LC 8),9=-369(LC 8) Max Grav2=1479(LC 13),13=4684(LC 15),9=563(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=3514/1878,3-23=2062/1226,4-23=-2062/1226,4-5=-2062/1226,5-6=2062/1226, 6-7=-1265/2545,7-24=-1265/2545,8-24=-1265/2545,8-9=692/331 BOT CHORD 2-16=-1655/3336,15-16=1676/3398,14-15=1676/3398,12-13=246/658, 11-12=246/658,9-11=225/595 WEBS 3-16=402/1155,3-14=-1431/700,4-14=-847/699,7-13—886/720,8-13=-3505/1836, 8-11=-403/1157,6-14=-1431/2780,6-13=-3151/1776 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52fh L=34ft eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)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 871 lb uplift at joint 2,2549 lb uplift at joint 13 and 369 lb uplift at joint 9. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)967 lb down and 461 lb up at 26-0-0,and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)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=125,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-8=-131(F=77),8-10=-54,16-17=-20,11-16=-49(F=-29),11-20=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate This design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' V always reeluirod for stability and fo Ixeverd Cnilrrpse Wilt,rx>-;qA,;Ixxexmal ir,ury ttra9 proixxty darn tgo. 1-or gonorai guldanco rogardlru3 ltrC 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 informalton available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply 62'Grand Carlton III with porch T9680961 M11323 GRB HIP 1 1 Job Reference(optional CITambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:10 2016 Page 2 I D:SrRaEyyrg04M78G4raW BLW yuFUJ-x5h_QxXowcP45E5KjJTnUMMteNQUjfcMxJyAnLySYQp LOAD CASE(S) Standard Concentrated Loads(lb) Vert:16=-641(F)11=641(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev 10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ■■i��.YYYi building design. Bracing Indicated Is to prevent truckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k' k;always rcqulred ter stability and to prevent c cillapse with txosslblo lx'ffonoi injury and lxol:-:rt/dari rc-!jo. hx&—ncral guld'x c:e n-JardIr J the fabrication,storage,deih�ery,erection and tracing 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 Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply M11323 J2 MONO TRUSS 8 1 62'Grand Carlton III with porch T9680962 Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:10 2016 Page 1 I D:xl?zSlzTbJC DII rGPH 1 QukyuFUI-x5h_QxXowcP45E5KjJTnUMM21 NYlj uxMxJyAnLySYQp i -1-0-0 2-0-0 1-0-0 2-0-0 Scale=1:7.9 3 4.00 12 2 1 4 3x4= 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CS11. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:8lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 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) 3=37/Mechanical,2=143/0-8-0,4=21/Mechanical Max Horz 2=67(LC 8) Max Uplift3=30(LC 8),2=-131(LC 8),4=-3(LC 5) Max Grav3=37(LC 13),2=143(LC 1),4=29(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.II; Exp C;End.,GCpi=0.18;"MW FRS(directional);Lumber 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)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3,131 lb uplift at joint 2 and 3 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0372015 BEFORE USE. Design valid for use only with M1Tek8 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 roqulrod for stability and to prcv�xrt coiid{��,with fk)S">lc{x.:=�>rua:injury Cull pro'<aty d a:nagr% For gonr rat guldanco 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. Satety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandtim VA 22314. Tampa,FL 33610 f I , Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680963 M11323 � J4 MONO TRUSS 6 1 Job Reference(optional) C ambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:10 2016 Page 1 I D:PDYLfd_5MdK4MSQTz?ZfRxyuFU H-x5h_QxXowcP45E5KjJTnUMMOdN W ejuxMxJyAnLySYQp -1-0-0 4-" 1-0-0 4-0-0 Scale=1:11.2 3 4.00 FIT ri 1 4 3x4= 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:14 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=79/Mechanical,2=229/0-8-0,4=39/Mechanical Max Horz2=104(LC 8) Max Uplift3=-75(LC 8),2=-171(LC 8),4=2(LC 8) Max Grav3=79(LC 1),2=229(LC 1),4=60(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14fh B=52ft;L=34f1;eave=6lh Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber 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)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 3,171 lb uplift at joint 2 and 2 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual(wilding 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' l;olways roqulpx:1 for stability and to prc„vori colb_Q)so With I"NA R7;o Ixxumal Iryur y arul I_,rolxary dotwxJo• Ka 3r.•ncral 3uKla rce rogardin3 tho fabricallon,storage,delivery,erection and bracing of trusses and Inrss 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 62'Grand Carlton III with porch T9680964 M11323 J6 MONO TRUSS 8 1 Job Reference(optional Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:11 2016 Page 1 I D:tP6jtz-j7xSx_c_fXi4uzgyuFUG-PH EMd HYQgvXxjOgXH 1_t Oav6FnozSLAWAzhkJnySYQo 6-0-0 1-0-0 6-0-0 Scale=1:14.8 3 4.00 12 2 1 4 3x4= 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.09 4-7 >790 240 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-M) Weight:20 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 CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=120/Mechanical,2=321/0-8-0,4=54/Mechanical Max Horz2=142(LC 8) Max Uplift3=-117(LC 8),2=-218(LC 8) Max Grav3=120(LC 1),2=321(LC 1),4=89(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.II; Exp C;Encl.;GCpi=0.18;MW FRS(directional);Lumber 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)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 3 and 218 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.11210312015 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 mustvedfy 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 I V pA I!Tek• V always roclulrod for MalAill J and to t>rc^lrrd collaIx-will r lx�Ai]'us rz�onai Injury and f1K1r�r_r}V r;arnrk C-. K)r g:=npKs:3uioc rcc,r"gc u':ing t7us 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,Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply 62'Grand Carlton III with porch T9680965 M11323 JB MONO TRUSS 20 1 Jab Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10A0:11 2016 Page 1 I D:tP6jtz-j7xSx_c_fXi4uz9yuFUG-PHEMdHYQgvXxjOgXH 1_10av9TniQSLAW AzhkJnySYQo -1-0-p 8-0-0 1-0-0 8-0-0 Scale=1:17.7 3 4.00 F12 2 1 4 3x4= 8-0-0 8-0-0 Plate Offsets(XY)-- f2'0-1-2 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 0.34 Vert(LL) -0.10 4-7 >972 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(fL) -0.27 4-7 >350 240 BCLL 0.0 ' Rep Stress incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12OQ7 (Matrix-M) Weight:26 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=164/Mechanical,2=411/0-8-0,4=68/Mechanical Max Horz2=180(LC 8) Max Uplift3=160(LC 8),2=-265(LC 8) Max Grav3=164(LC 1),2=411(LC 1),4=118(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber 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)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 3 and 265 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE MII--7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek6 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 Mat building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' t&1:11VfrS'ys KX41AIK-0 is A s1(11:11iily and to p,lint c-Alctpwc with;xx.;iAn Ix m)"I'll Irrfr c y and Ixol:x,;Ty 0.a,ago. 1-or g;:nora;guidanco ragan:fi,g l u; 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 Instilute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9680966 M11323 KJB MONO TRUSS 4 62'Grand Carlton 111 with porch 1 Job Reference o tional CTfambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:11 2016 Page 1 ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-PHEMdHYQgvXxjOgXH1_10avAingZSFRWAzhkJnySYQo . -1-5-0 7-3-4 i 11-3-0 1-5-0 7-3-4 3-11-12 Scale=1:20.8 4 2.83 FIT 3x4 3 2 d 7 6 3x4= 2x3 I I 5 3x4= 73-4 - 11-3-0 7-3-4 3-11-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.05 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.11 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:44lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 4=207/Mechanical,2=482/0-11-5,6=556/Mechanical Max Harz2=244(LC 8) Max Uplift4=-207(LC 8),2=-312(LC 8),6=-277(LC 8) Max Grav4=250(LC 13),2=482(LC 1),6=574(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1090/498 BOT CHORD 2-7=-662/1072,6-7=662/1072 WEBS 3-7=0/309,3-6=-1177/727 NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)na 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 207 lb uplift at joint 4,312 lb uplift at joint 2 and 277 lb uplift at joint 6. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54 Trapezoidal Loads(pit) Vert:2=0(F=27,B=27)-to-4=-152(F—49,B=-49),8=0(F=10,B=10)-to-5=-56(F=-18,B=-18) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW afwcr/s r<rlu;red for stability and to prevent coila;W_-vAIh Ix sab:c ix-rsonal injury a:J prolxtiy drtrnagc.. For cxsnrrc;,GtAdrtn x,rcg dh g tiro �fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. (storage,delivery,erection and bracingiof 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 li Symbols Numbering System A General Safety N®te:cr 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 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 BCSI. 1 c1-2 C2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves WEBSIN4 may require bracing,or alternative Tor I Q bracing should be considered. O �� c -17 UU � 0 3. Never exceed the design loading shown and never U Ustack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate Ccb 7 designer,erection supervisor,property owner and plates 0-1p0 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 M7ek 20/20 NUMBERS/LETTERS. Software or upon request. 8, Unless otherwise noted,moisture content lumber shall not exceed 19go at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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 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. � 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 Bracing, is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate MiTek Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 w FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: THE GRAND CARLTON Builder Name: WYNNE DEVELOPMENT Street: WYNNE DEVELOPMENT Permit Office: ST.LUCIE COUNTY City,State,Zip: FT. PIERCE,FL, Permit Number: Owner: S a '�Q�� , Jurisdiction: Design Location: FL,ST-LUCIE O_INTL County:: ST.LUCIE COUNTY(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1437.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul, Exterior R=4.1 1250.00 ft2 b.Frame-Wood,Exterior R=11.0 187.33 ft2 3. Number of units, if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 2 d.N/A R= ft2 5. Is this a worst case? Yes 10.Ceiling Types (1446.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1446.00 ftZ 6. Conditioned floor area above grade(ft2) 1446 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(139.2 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 320 a. U-Factor: Dbl, U=0.54 99.23 ft2 SHGC: SHGC=0.25 b. U-Factor: Dbl,U=0.55 40.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a.Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 34.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.586 ft. Area Weighted Average SHGC: 0.250 14. Hot water systems 8. Floor Types (1446.0 sqft.) Insulation Area a.Electric Cap:40 gallonsEF:0.970 a.Slab-On-Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.096 Total Proposed Modified Loads: 46.91 Total Baseline Loads: 48.19 PASS I hereby certify that the plans and specifications covered by Review of the plans and -VYi.E ST•q?, this calculation are in compliance with the Florida Energy specifications covered by this 1+Q = Code. calculation indicates compliance with the Florida Energy Code. nm::,'��. € ',•;; ,� O PREPARED BY: Before construction is completed DATE: this building will be inspected for �lu� compliance with Section 553.908 I hereby certify that this building,as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WE OWNE EN BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. i � 7/6/2017 8:51 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: THE GRAND CARLTON Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1446 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: Yes PlatBook: Builder Name: WYNNE DEVELOPMENT Rotate Angle: 135 Street: WYNNE DEVELOPME Permit Office: ST.LUCIE COUNTY Cross Ventilation: No County: ST. LUCIE COUNTY Jurisdiction: Whole House Fan: No City,State,Zip: FT.PIERCE, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,ST_LUCIE_CO_INTL FL_VERO_BEACH_MUNI 2 39 90 70 75 299 58 Medium BLOCKS Number Name Area Volume 1 Entire House 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 BEDROOM 234 1872 No 2 1 1 Yes Yes Yes 2 WIC 54 432 No 0 1 No Yes Yes 3 MASTER BATH 63 504 No 0 1 Yes Yes Yes 4 M.BATH 56 448 No 0 1 Yes Yes Yes 5 KITCHEN 172 1376 Yes 0 1 No Yes Yes 6 BATH 45 360 No 0 1 Yes Yes Yes 7 BEDROOM 2 204 1632 No 1 1 1 Yes Yes Yes 8 LAUNDRY 42 336 No 0 1 Yes Yes Yes 9 GREAT/DINING 526 4208 No 0 1 Yes Yes Yes 10 FOYER 50 400 No 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio BEDROOM 40 ft 0 234 ft2 ---- 0 1 0 2 Slab-On-Grade Edge Insulatio WIC 1 ft 0 54 ft2 ---- 0 1 0 3 Slab-On-Grade Edge Insulatio MASTER BATH 9 ft 0 63 ft2 ---- 0 1 0 4 Slab-On-Grade Edge Insulatio M. BATH 8 ft 0 56 ft2 ---- 0 1 0 5 Slab-On-Grade Edge Insulatio KITCHEN 1 ft 0 172 ft2 ---- 0 1 0 6 Slab-On-Grade Edge Insulatio BATH 5 ft 0 45 ft2 ---- 0 1 0 7 Slab-On-Grade Edge Insulatio BEDROOM 2 34.2 ft 0 204 ft2 ---- 0 1 0 7/6/2017 8:51 AM EnergyGauge(D USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 t S: FORM R405-2014 FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 8 Slab-On-Grade Edge Insulatio LAUNDRY 6 ft 0 42 ft2 ---- 0 1 0 9 Slab-On-Grade Edge Insulatio GREAT/DINING 47 ft 0 526 ft2 ---- 0 1 0 10SIab-On-Grade Edge Insulatio FOYER 7 ft 0 50 ft2 ---- 0 1 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 1524 ft2 240 ft2 Light 0.6 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 1446 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) BEDROOM 30 Blown 234 ft2 0.1 Wood 2 Under Attic(Vented) WIC 30 Blown 54 ft2 0.1 Wood 3 Under Attic(Vented) MASTER BATH 30 Blown 63 ft2 0.1 Wood 4 Under Attic(Vented) M.BATH 30 Blown 56 ft2 0.1 Wood 5 Under Attic(Vented) KITCHEN 30 Blown 172 ft2 0.1 Wood 6 Under Attic(Vented) BATH 30 Blown 45 ft2 0.1 Wood 7 Under Attic(Vented) BEDROOM 2 30 Blown 204 ft2 0.1 Wood 8 Under Attic(Vented) LAUNDRY 30 Blown 42 ft2 0.1 Wood 9 Under Attic(Vented) GREAT/DINING 30 Blown 526 ft2 0.1 Wood 10 Under Attic(Vented) FOYER 30 Blown 50 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below # Ornt In Wall Type1 N=>SE Exterior Concrete Block-Ext Insd3EDROOM 4.1 9 0 8 0 72.0 ft2 0 0 0.5 0 2 S=>NW Exterior Concrete Block-Ext Ins(HEDROOM 4.1 18 0 8 0 144.0 ft2 0 0 0.5 0 3 W=>NE Exterior Concrete Block-Ext InsiIHEDROOM 4.1 13 0 8 0 104.0 ft2 0 0 0.5 0 4 S=>NW Exterior Concrete Block-Ext InddASTER BA 4.1 9 0 8 0 72.0 ft2 0 0 0.5 0 5 S=>NW Exterior Concrete Block-Ext InsuM.BATH 4.1 8 0 8 0 64.0 ft2 0 0 0.5 0 6 N=>SE Exterior Concrete Block-Ext Insul BATH 4.1 5 0 8 0 40.0 ft2 0 0 0.5 0 7 N=>SE Exterior Concrete Block-Ext IngEDROOM 2 4.1 16 0 8 0 128.0 ft2 0 0 0.5 0 8 E=>SW Exterior Concrete Block-Ext IndREDROOM 2 4.1 10 0 8 0 80.0 ft2 0 0 0.5 0 9 SE=>W Exterior Concrete Block-Ext InfiffDROOM 2 4.1 4 3 8 0 34.0 ft2 0 0 0.5 0 10 S=>NW Exterior Concrete Block-Ext InQEDROOM 2 4.1 4 0 8 0 32.0 ft2 0 0 0.5 0 11 S=>NW Exterior Concrete Block-Ext InsLllAUNDRY 4.1 6 0 8 0 48.0 ft2 0 0 0.5 0 12 N=>SE Exterior Concrete Block-Ext Ins;iiREAT/DINI 4.1 26 0 8 0 208.0 ft2 0 0 0.5 0 7/6/2017 8:51 AM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WALLS Adjacent CavR_Vaity Width Height Sheathing Framing Solar Below 9 Ornt To Wall Type Space 13 W=>NE Exterior Concrete Block-Ext InsOREAT/DINI 4.1 21 0 8 0 168.0 ft2 0 0 0.5 0 14 N=>SE Exterior Concrete Block-Ext Insul FOYER 4.1 1 0 8 0 8.0 ft2 0 0 0.5 0 15 E=>SW Exterior Concrete Block-Ext Insul FOYER 4.1 6 0 8 0 48.0 ft2 0 0 0.5 0 16 N=>SE Exterior Frame-Wood GREAT/DINI 11 23 5 8 187.3 ft2 0.23 0.5 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>SW Insulated FOYER None .28 3 6 8 20 ft2 WINDOWS Orientation shown is the entered orientation => changed to Worst Case. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W=>NE 3 Metal Low-E Double Yes 0.54 0.25 32.4 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 2 S=>NW 5 Metal Low-E Double Yes 0.54 0.25 6.9 ft2 1 ft 0 in 1 ft 4 in None None 3 E=>SW 8 Metal Low-E Double Yes 0.54 0.25 23.2 ft2 1 ft 0 in 1 ft 4 in None None 4 N=>SE 12 Metal Low-E Double Yes 0.54 0.25 36.8 ft2 1 ft 0 in 1 ft 4 in None None 5 W=>NE 13 Metal Low-E Double Yes 0.55 0.25 40.0 ft2 10 ft 0 in 1 ft 4 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 315ft2 315ft2 24ft 8ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1349.6 74.09 139.34 .2669 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 34.8 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.8 kBtu/hr cfm 0.85 1 sys#1 7/6/2017 8:51 AM EnergyGauge@ USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 i FORM R405-2014 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ----Supply— --Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 320 ft2 Attic 80 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Coolin ]Jan ]Feb Mar A r Ma rj Jun ri Jul rj Au Se Oct Nov ]Dec Heating X]Jan X]Feb X�Mar Apr f May Jun Jul AuJXJ Sep Oct X Nov X]Dec Ventin [ ]Jan [ ]Feb X Mar [X]A r [ Ma Jun Jul Aug Se [X Oct X Nov [ ]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/6/2017 8:51 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: THE GRAND CARLTON Builder Name: WYNNE DEVELOPMENT Street: WYNNE DEVELOPMENT Permit Office: ST.LUCIE COUNTY City,State,Zip: FT.PIERCE, FL, Permit Number: Owner: Jurisdiction: Design Location: FL,ST_LUCIE_CO_INTL COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed.. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/6/2017 8:51 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. WYNNE DEVELOPMENT, FT. PIERCE, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul,Exterior R=4.1 1250.00 ftz b.Frame-Wood, Exterior R=11.0 187.33 ftz 3. Number of units,if multiple family 1 c.N/A R= ftz 4. Number of Bedrooms 2 d.N/A R= ftz 5. Is this a worst case? Yes 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 1446.00 ftz 6. Conditioned floor area(ftz) 1446 b.N/A R= ftz 7. Windows** Description Area °. R= ft z a. U-Factor: Dbl,U=0.54 99.23 ftz 11.Ducts R ftz SHGC: SHGC=0.25 a.Sup:Attic,Ret:Attic,AH:Attic 6 320 b. U-Factor: Dbl, U=0.55 40.00 ftz SHGC: SHGC=0.25 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftz a.Central Unit 34.8 SEER:15.00 SHGC: d. U-Factor: N/A ftz 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 34.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.586 ft. Area Weighted Average SHGC: 0.250 8. Floor Types Insulation Area 14.Hot water systems a. Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1446.00 ftz EF:0.97 b.N/A R= ftz c. N/A R= ftz b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �>IES� Construction through the above energy saving features which will be installed (or exceeded) yov _ TFo in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: V� *-�i'�� a V1 Address of New Home. r City/FL Zip: S9N OD WIE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/6/2017 8:51 AM EnergyGauge@)USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 Pmmary ati htsotoecSuwr p . En#ire House By: QUICK CALCS,INC. 317 ST.LUCIE:LN.,FT..PIERCE,FL 34946 Phone:.772-466-6799 Fax 772-466.8796. Email:QUICKCALCS@/AOL.COM: Project • • For THE GRAND CARLTON WYNNE DEVELOPMENT, FT.-PIERCE, FL Notes: Design Information Weather. Fort Pierce, FL, US Winter Design Conditions. Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db. 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17848 Btuh Structure 17520 Btuh Ducts 5654 Btuh Ducts 8536' Btuh Central vent(0.cfm) 0 Btuh Central bent(0 cfm) 0 Btuh Humidification 0 .Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 23503 Btuh Use manufacturer's data n Ratelswing multiplier 0.95 Infiltration Equipment sensible load 231 Btuh Method Simplified Latent Cooling-Equipment Load.Sizing Construction quality Average Fireplaces 0 Structure 3203 'Btuh Ducts 2318 Btuh Central vent(0 cfm) 0 Btuh Heatingg Cool (none). Area(ft2) 1446 1Z Equipment latent load 5521 Btuh VOlume(ft3.) 12511 12511 Air changes/hour 0.45 0.23. Equipment total load 30274 Btuh Equiv.AVF(cfm) 94 48 Req, total capacity at 0.74 SHR 2.9 ton Heating Equipment-Summary Cooling:Equipment Summary Make Carrier- Make Carrier Trade CARRIERAIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC536A*030 Cond 2511130536A*030 AHRI ref 7914585 Coil FX4DN(B,F)037 AHRI ref 7914585 Efficiency 8.5 HSPF Efficiency 12.0 EER, 15 SEER Heating input Sensible cooling. 24360 Btuh Heating output 34600 .Btuh @ 47OF Latent cooling 10440 Btuh Temperature rise 27.°F Total cooling 34800 Btuh Actual air.flow.. 1160. cfm Actual airflow 1160 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50, in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point=32 OF Backup: Input=7 kW, Output=23009-Btuh, 100 AFUE Calculations approved-by ACCA to meet all requirements of Manual J 8th Ed. wri9 hts'oft` 2017-Apr-11 09:29:38 r. Right-Suite®Universal 2017 17.0.14 RSU08101 Page 1 A'0 ...uick CaloslDocumentsME GRAND CARLTON-1446.rup Cale=MJB Front Door faces: N - -wrightsoft° NighWO Worksheet Job. Entire House . Date: QUICK CALCS, INC. By. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772466-6799 Fax 772466-6796 Email:QUICKCALCS@AOL.COM 1 Room name Entire.House BEDROOM 2 Exposed wall 156.2 ft 49.0 ft 3 Room height 8.7 ft d 8.0 ft heat1cool 4 Room dimensions 1.0 x 297.0 ft 5 Room area 1445.6 ftz 297.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number (Btuh/ft"F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) . Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs '.. 0.143 n,.' 4:00 2.55 " 503 465 1862 ",1184 72 j2 288. 183 4A5-2om 0.770 ..'n .. 21.:56. 19:31 38 0. ".`. .815 730: . 0 0: 0 0 13A4ocs 0.143 a 4.00 2.55 128 83 333 212 0 0 0 0 -G IA-clom 1.270 a 35.56 87.29 24 2 848 2082 0 0 0 0 11 L-D 1100 0.390 a 10.92 11.31 21 21 229 238 0 0 0 0 We': 13AAws 0.143'se 4.00 Z55 34 34 136 86 0.. 0 A. .0 13A4ocs 0.143 s 4.00 2.55 360 353 1414 899 216 216 865 550 t-G 1A-c1om 1.270 s 35.56 34.77 7 7 247 241 0 0 0 0 13A-0ocs 0:143 w 4.00 2.55 310 237 949 603. 104 72. 288 183 1Ac1pm 1.270 :w• 35.56, 55.21 32 2 1140• 4770 32 2 1140. 1770. i i 4 '546i . :0:770 w 21 19.31 41:.:56. 41 880 788: 0 0, 0 :0 P 12C-0sw 0.091 - 2.55 1.28 192 192 489 246 0 0 0 0 `C -�16A-30riid' - :OM9 . 0 90' 232. 1446 : 1446 1295 3354 297 297 266 689: F 22A tpl ' 0.989 - 27.69 0,00 1446 156 4325 0 297 49 1357 0 6 c)AED excursion 918 627 Envelope loss/gain 14961 13349 4204 4003 12 a): Infiltration . 2887 791 848 232 b) Room ventilation" 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 3 .690 Appliances/other 2000 0 Subtotal(lines 6 to 13) 17848 17520 5053 4925 Less extemal load 0 0 0 0 Less:transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17848 17520 5053 4925 1151 Duct loads 1 32% 49% 5654 8536 32% 49% 1601 2400 Total room load 23503 26056 6653 7325 Air required(cfm) 1160 1160 3281. 326 Calculations approved byACCA to rrieet all requirements of Manual J 8th Ed. . wr.iSihtsoft• 2017-Apr-11 09:29:38 RightSuite®Universal 2017 17.0.14 RSU08101 Page 1 ...nick CalcslDocumentslTHE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N - -wriglhtsoft° 'Right-M Worksheet Job. Entire House Date: QUICK CALCS, INC. By. .317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466-6799 Fax 772-466-6796 Email:QUICKCALCWOL.COM 1 Roan name WIC KITCHEN 2 Exposed wall O ft O ft 3 Room height 8.0 ft_ heat/cool 8.0 ft heat/cool 4 Room dimensions 6.0 x 9.0 ft 1.0 x. 17ZO ft 5 Room area 54.0 ft2 172.0 ft2. Ty Construction U-value Or HTM Area (ft2) Load .Area (ft2) Load number (Stuhlft2-'F). (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter. (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gross WP/s Heat Cool 6 73A13ocs..:' 0.143 rl'': 4 0D' 2.55 0 0 0 0 0 0 0 0: 4A52om..`. 0. 70 n:' 21.5t 19.31 0 p 0 0. 0 6 ;0:*:. 0. 13A-4ocs 0.143 a 4.00 2.55 0 0 0 0 0 0 0 0 IA-clom 1.270 a 35.56 87.29 0 0 .0 0 0 0 0 0 11 11DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 W.: 43A 0;143•"se: 4.00 2:55 0 0 0 0 0 0. 0 0 W 13A flocs 0.149 s 4.00 2.55 0 0 0 0 0 0 0 0 Y-C 1Aclom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 13AAocs A:143 'w::' 4:00. 2.55: 0 0 0 .0 0 0 0 0 1A clom ' 1.270 w 35 56 55.21 0 0 0 0 0 0 0 0 4A5 tom 0.770 .w, 21.56: 19:3t 0: 0 0 0 0 . 0 .. 0:. .0 P_ 12C-Osw 0.091 - 2.55 1.28 0 0 0 0 64 64 163 , 82 C :16R Omd :0.-032_ A'90 2 32 54: 54 48 125 . . .:.172 172 F . 22A-tpl 0.989 - 27.69 0.00 54 0 0 0 172.. 0 0 0. 6 c)AED excursion -9 .-170 Envelope loss/gain 48 117 31.7 311 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 20DO Subtotal Pines 6 to 13) 48 117 317 2311 Less extemal load 0 0 '0 0 Less'transfer 0 0 0 0 Redistribution 0 01 0 0 14 Subtotal 48 117 317 2311 151 Duct loads 32% 49% 15 57 32% 49% 100 1126 Total room load 64 174 418 3437 Air required.(cfm) 3 8 2T 153 .Calculations approved bvACCA to meet all requirements of Manual J.8th Ed. wrightsoft'. 2017-Apr-11 09:29:38 Right-Suite®Universal 2017 17.0.14 RSU08101 ...ulck CalcslDocuments%THE GRAND CARLTON-1446.rup Cale=MJ8 Front Door faces: N page 2 - -wr%ghtsoft� RighW@ Worksheet Job: Entire House Date: By: QUICK CALLS, INC. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466.6799 Fax 772-466-6796 Email:QUICKCALCS@,AOL.COM 1 Room name BATH BEDROOM-2 2 Biposed wall 5.0 ft 34.2 ft 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 9.0 x 5.0 ft 1.0 x 203.5 ft 5 Room area 45.0 ft2 203.5 ftz Ty Construction Ll-value. Or HTM Area (ft-) Load Area (ft') Load number (BtuWftz°F) (Btuh/ft2) , or perimeter (ft) (Btuh) or perimeter. (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool B �1�! 13A-0ocs 0143' n 400 255 : 40 40 160 102 128 128 513 326 L.•Ct 4A5 2om.. 0.770 . ,19:31: 0 '•0 .- 0 0' 0 Vy 13AAocs 0.143 a 4.00 2.55 0 0 0 0 80 56 225 143 1Ao1om 1.270 a 35.56 87.29 0 0 0 0 24 2 848 2082 11 III---DDD 11DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 11V : `.13AAocs 0.143 se .4.00 2:55 0 0 0 0 34 34 136 86 1N 13AAocs 0.143 s 4.00 255 0 0 0 0 32 32 128 81 t-C 1Ao1om 1.270 s 35.55 34.77 0 0 0 0 0 0 0 0 � 13A4ocs 0143 w 4:00 255 0 0 0 0 0 0. 0 0. --G 1Ao1om 1270 w 35.56 55:2t .0: -0 0 0_ 0 0 0 0 r--G.4A5 tam . 0 770 :w 21:56 19.31 ' 0 0 '._ ' 0' 0 0 0 0 :, `0 P 12C-Osw . 0.091 . - 2.55 1.28_ 0 0 0 0 0 0 0 0 C . 16A3Dmd 0 032 0.90 '.2-3245,. 45 40:, . 104.: 204 204.' 182, 472-* F 22A pl 0.989 27.69 6.00 45 5 138 0 204_ 34 . 946 0 6 c)AED excursion -16 -85 Envelope loss/gain 339 190 2978 3106 12 a) Infiltration 0 0 . - $7 24 5900 1 0 m ' b) Roo ventilation 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 425 214 3571 3498 Less erdemal toad 0 0 .0 0 0 0 Less transfer U p 0 0 Redistribution 425 214 3571 3498 [14 Subtotal 320l0 49o1O 135 104 32% 49°!0 1131 1704 Duct loads 4702 5203 Total room load 528 318 232 232 Air required(cfm) 28 14 .Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. . . 38 -Fp- wrightsoft' 2017-Apr-11 09:age3 ANRight-Suite®Universal 2017 17.0.14 RSU08101 Page 3 ...uick CaicslDocuments\THE GRAND CARLTON-1446.rUp Cale=MJ8 Front Door faces: N wrl htsofv Ri ht-M Worksheet yob: .g 9 Entire House Date: QUICK CALLS, INC. By. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466-6799 Fax 772-466-6796 Email:QUICKCALCS AOL,.COM 1 Room name LAUNDRY GREAT/DINING ed wall 3 Room height 8.0 ft 6.0 ft heaticool 9.8 ft 47.0 ft heat/cool 4 Room dimensions 7.0 x 6.0 ft 1.0 x 526.0 ft 5 Room area 42.0 ftz 526.0 ft- Ty Construction U-value Or HTM Area (ft2) Load Area (ft5 Load number (Btuh/ft'°F) (Btuhlft1) or perimeter (ft) (Btuh). or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Coal Gross N/P/S Heat Cool 6 2'11��11 13A�3ocs 0:.143 n; 4..00 2:55 0 0 0 . 0 255 247 869 ,552 .0170 n 21:56 19.31 0 .0 : 0 0': 38 0:. ':815 ._ 730 v� 13A4ocs 0.143 a 4.00. 2.55 0 0 0 0 0 0 0 0 �G 1Aclom 1.270 a 35.56 87.29 0 0 0 0 0 0 0 0 11 `-D 11DO 0.39D a 10.92 11.31 0 0 0 0 0 0 0 0 W . '.13A-4ocs 0.14.3 se .4:00 2.55 0 0 0 0 0 0 .0 0 v� 13A-4ocs 0.143 s 4.00 2.55 48 48 192 122 0 0 0 0 �--G 1A-clom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 13A.4ocs 0.143., w 4.00 Z55 0 0 0 0 206 165. 661 420 1A-c10m 1;270 .w 35.56 55.21. 0 0 .0 0 0 .0 :0': 0 �� M46m'. 0.770 w 21.56: 19.37 0 0., .:0 .0 41 41. 880 788` P 12C-Osw 0.091 2.55 1.28 56 56 143 72 0 0 .0 0 G '.. ;.16A 30md:.` 0i �0.96, 2,32: 42 42 . 38' 97 526 526: 471.:': ..;•1220. F 22A tpl 0.989 - 27.69 0.00 42 6 166 0 526 47 1302, 0 6 c)AED excursion -22 668 Envelope loss/gain 539 270 4997 4379 12 a). Infiltration 104 28 997 273 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal pines 6 to 13) 643 298 5994 5112 Less e)demal load 0 0 0 0 Less.transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 643 298 5994 5112 15 Duct loads 32% 49% 204 145 32% 490 1899 2490 Motal room'load 846 443 7892 7602 ir required.(cfm) 42 20 390 338 .Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Apr-11 09:29:38 .4CCA. Right-Suite@ Universal 2017 17.0.14 RSU08101 Page 4 uick CaleslDocuments\THE GRAND CARLTON-1446.rup Cale=MJB Front Door faces: N -wriOhtsoft° Right J.O Worksheet Job: Endre House Date: By: QUICK CALCS, INC. 317 ST.LUCI.E LN.,FT.PIERCE,FL 34946 Phone:772-466-6799 Fax 772-466-6796 Email:QUICKCALCS AOL.COM 1 Room name FOYER M.BATH 2 EVosed wall 7.0 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 50.0 ft 7.0 x 8.0 ft 5 Room area 50.0 ft2 56.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter. (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A flocs. 0143 n. 4.9 2 55 8 8 32,-. . 20:. 0 0 '.. 0 .0 :4A5 tom: .0770 n : 24:56 19.37 0 .. . 0 p .0: 0 0 p p. 13AAocs 0.143 a 4.00 2.55 48 27 108 69 0 0 0 0 IA-clom 1.270 a 35.56 87.29 0 0 0 0 0 0 0 0 11 11DO 0.390 a 10.92 11.31 21 21 229 238 0 0 0 0 W ..13A46cs 0:143:.se. 4.00 2.55 0 0 0 _ 0 0 0 d 0 Udl 13AAocs 0.143 s 4.00 2.55 0 0 0 0 64 57 228 145 L- 0 IA-clom 1.270 s 35.56 34.77 0 0 0 0 7 7 247 241 AM 13A4ocs 0.143 'w 4.00 2.55 0 0 0 0 .0 0 .0 0. 1A�1om 1.270 .w 35:56. 55.21 0 0 0 0 U 0 0 • 0 . 4A52om.... `.0.770. w 21.56. 19.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 - 2.55 1'.28 72 72. 183 92 0 0 0 . 0 ;Ca:.` 16A 30md" 0:032:: 0:90 2.32 50 50 45: 116 56 56 .. 50: - ;130 F 22A-tpl 0.989 - 27.69 0.00 50 7 194 0 56 8. 222. �. 6 c)AED excursion -39 Envelope loss/gain 792 496 747 478 12 a) Infiltration 121 33 138 38 0 0 0 0 b) Room ventilation 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 913 529 885 516 Less odemal load 0 0 0 0 0 0 Less.transfer 0 0 0 0 Redistribution 913 529 885 516 14 Subtotal- 32% 49% 289 258 32% 49% 280 251 15 Duct toads 1166 768 Total room load 1259 735 Air required(cfm) Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. -�d- 2017-Apr-11 09: wrigh ft tso ' age 5 Right-Suite®Universal 2017 17.0.14 RSU08101 Page 5 ��P. ...uick CaIcslDocumentslTHE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N - wrightsoft Duct:System Summary Dat Date: Entire House . ft: QUICK CALCS,INC. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:.772-466-6799 Fax 772-46"796 Email•QUICKCALCS@AOL.COM Project • o . For. THE GRAND CARLTON WYNNE DEVELOPMENT, FT. PIERCE, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available.static pressure .0.50 in H2O 0.50 in H2O Supply/return available pressure 0.250/0.250 in H2O . 0.250/0.250 in H2O Lowest friction rate 0.285 Intl00ft 0.285 in/100ft Actual air flow 1160 cfm 1160 cfm Total effective length.(fEL) 176 ft Supplyab Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH h 560 28 14 0.364 4.0 Ox0 VIFx 22.4. 115.0 9t1 BEDROOM 2 h 4702 232 232 0.360 7.0 Ox 0 VIFx 23.9 115.0 st1 BEDROOM-A h 3327 164 163 0.300 6.0 Ox0 VIFx 31.8 135.0 st2 BEDROOM-B h 3327 164 163 0.285 6.0 Ox0 VIFx- 40.6 135.0 st2 FOYER h 1202 59 35 0.505 4.0 Ox 0 VIFx 4.0 95.0 GREAT/DINING h 3946 195 169 0.300 7.0 Ox0 VIFx 31.8. 135.0 st2 GREAVDININGA h 3946 195 169 0.300 7.0 ox0 VIFx 31.8 135.0 st2 .KITCHEN c 3437 21 153 0.379 6.0 ox0 VIFx 17.0 115.0 stl LAUNDRY h 846 42 20 0.361- 4.0 Ox 0 VIFx 23.3 115.0 st1 M.'BATH-A h 768 58 34 0 0 -OxO VIFx 0 0 wlc c 174 3 8 0.309 4.0 Ox0 VIFx 27.0. 135.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 721 -:672' .0.285` 9.18 12.0. 0 x 0 VinlFlx st1 st.1 Peak AVF 1043 10.91 0.285. 1020 14.0 0 x 0 VinlFlx 1 I'1 flt50f1C` 2017-Apr-1109:29:38 W a+: 9 Right-Suite®Universal 2017 17.0.14 RSU08101 Page 1 �+� ...uick CalcslDocuments\THE GRAND CARLTON-1446.rup Cale=MJ8 Front Door faces: N TableReturn Brancfi Detail Grille Htg . Clg . TEL Design Veloc Diam' H x W Stud/Joist Duct Name 'Size(in) (cfm). (cfm) (ft). .FR (fpm) (in) . (in) Opening(in) Wi Trunk rb1 OxO . 11.60 1160 0 0 0 0 Ox 0 VIFx wri htSOft' 2017-Apr-1109.29:38 9 Right SuiteO Universal 2017 17.0.14 RSU08101 Page 2 J CCA ...uick Calcs\DocumentslTHE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N