The URL can be used to link to this page

Home My WebLink Aboutproduct approval 1 ,a Lumber design value•are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. V y .MiTek File Copy � �� ` . RE: M11323 -62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Modell la1 12 3610 4115 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 Hei hII All L g Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A 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. L o. Seal##_ Trus_s_N_ame_ _Date T9680954 A 10/17/16 �2 _J T9680955 �lA5 � 0/17/161 (3 I T9680956 i A6 ( 10/17%16 I 4 I T9680957 I A7 110/17/16 I 5 I T9680958 I A8 110/17/16 I 16 I T9680959 A9 1 10/17/16 I I T9680960_j GRA �_j 10/17/16 96 f I8 I T96801 (GRB 110/17%16 I 19 I T9680962 I J2 110/17/16 I 110 I T9680963 J4 10/17/16 I 111 J T9680964 I J6 _ 10/17/16 L12 T9680965 J8 __ J_10/17/16 i13 I T9680966 I KJ8 110/17/16 I i The truss drawing(s)s referenced above have been prepared b MiTek I gO P P Y %o` °04 direct supervision based on the parameters ,oe`®��OP•O`........ pioIN vded by Chambers Truss. Sc',®®� russ Design Engineer's Name: Velez, Joaquin s11 182 0 My Iicense renewal date for the state of Florida is February 28,2017. = *: •: - IMPORTANT NOTE: The seal on these truss component designs is a certification o that,the engineer named is licensed in the jurisdiction(s)identified and that the .-A STATE O F : U designs comply with ANSl/TPI 1. These designs are based upon parameters A s .- o' shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��'•. p R IO•Q°°\ ,®o given to MiTek. Any project specific information included is for MiTek's customers ✓s is '..... ®o fit reference only, preparation �� S'O N A' %thesedesign purposeMiTek has independently verified the applicability f the design 11; % parameters or the designs for any particular building. Before use,the building designer Jmquln Velez PEN06162 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc,Fl.Cert 6634 into the overall building design per ANSI/TPI 1,.Chapter 2. 69M Parke East Blvd.Tampa Fl.33610 Data. October 17,2016 Velez,Joaquin I of I Truss Fru's ype Qty Ply 62'Grand Carlton 111 with porch _� T9680954 M11323 A MON — 1 Job Reference(o trp'onal) Chambers Truss, Fort Pierce.FL - 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 t0:40:01 2016 Page 1 ID:a3B4PavKnnZweXyJckSFBgyuFUN-iMeaXsQ91 rHMWrvchxpgeTUSEIMd6iD2tQGCyMySYQy 4-0-Q 6-7.13 12-4-13 1� 17.0.0 ---,�,-- 21-7-3_...__..._h 27-4-3 34-0-6 ,_q5--o q 1-0-0 6.7-13 5-9-0 5-9-0 6-7-13 1-0-0 4-7-3 4-7-3 Scale=1:59.2 4.00 F12 4x4= 6 25 2x3 I 1 24 2x3 11 3x6 5 7 3x6 4 B 3x4 3x4% 9 3 �\ 10 11 r�l 2 -- l o of 17 16 75 26 27 14 13 12 2x3 11 4x6= 3x8= 3x8= 4x6= 2x3 II 45= 4x5= 6-7-13 12 4-13 21-7-3 27 43 34.0-0 _I 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 _ I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 i Vert(LL) 0.29 15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(fL) -0.72 14-15 >567 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 HOrz(fL) 0.14 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:163lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 2x4 SP No.3 REAL,I IONS. (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(Ib)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 2-17-1629/2972,16-17=-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 NO,TES- 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)1 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)'jSemi-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 Ib 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) I INARNING-Verffy design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE PAGE MfF7473 rev.1010312015 BEFORE USE Design valid(or use only with MITek6 connectors.this design Is based only upon parameters shown,and Is for an individual building component,not U truss syslert.Before use,the building designer must verity the appllcabilify 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 tracing MOW K,alwoyS roq:-arcct for gf eAlty Ond to Ix;v,-rrt coflai,:x;a+9h rxr•.3I*.!1xYrar of Rnpary and prop fty dani(Uo, kr Gorbxcrt tlufdortc:o n.gan:fins RIG fabrication.storage,delivery,erection and bracing of trusses and Inns systems,seeANSI/TPI1 Quality Criteria.DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available front Tres Plate Institute,218 N.Lee Street,Suite 312,Mexandtia•VA 22314. Tampa,FL 33610 lJob truss i Truss Type 1' Qty Ply 62'Grand Carlton III with porch T9680955 M11323 AS ISPECIAL 9 1 I Job Reference(optional) ;E„Chambers Truss, Fort Pierre,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:03 2016 Pagel A ID:2GIScwwyY5hnGhXVARzUkuyuFUM-ellLyYSPZSX4in92-pLr8huZh1Zy4adbKKkli1 FySYQw 1-0-0 7.8-5 10-6-4 17.0-0 20-4-8 _ 26-4-0 34.0-0 r 35-0-q (1-0-0, 7-8-5 2-9-15 6-5-12 3-0-B ~ 5-11-8 r-- - 7-8-0 'I-0-0 Scale=1:61.2 4,00 12 5x8 11 6 2x3 11 2x3 11 4x6% 7 3X6 5 2x3� 4 8 3x4 Zzz 14 t iN.]7 �.�' 5x12MT18HS= — 70 ltlm 6 6 13 12 5x12= 2x3 II 3x6= 3x10= 2.00 12 10-6-4 26-4-0 34-0-0 r- 10-6-4 _ r 9-10-4 5-11-8 7-8-0 Plate Offsets(X,Y)-- f2:0-2-2,0-0-7],(4.0-3-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.82 i Vert(LL) 0.74 14 >553 360 MT20 2441190 TCDL 7,0 Lumber DOL 1.25 BC 0.87 Vert(TL) -1.48 13-14 >275 240 MT18H8 244/190 BCLL 0.0 ' Rep Stress roar 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 puffins. 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 1 REACTIONS, (lb/size) 2=1297/0-8-0,10=1327/0-8-0 Max Harz 2=179(LC 7) Max Uplift2—795(LC 6),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, i 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=-3421309,5-14=297/306,8-14=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=14ft;B=52ft;L=3411;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 10.0 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 ANSUTPI 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. i WARNING-Verity design parameters and READ NOTES ON TNIS AND INCLUDED AftTEKREFERANCE PAGEIN17--7473 rev,faV&205 BEFORE USE. i Design valid for use only with MiTek®connectors.This design is based orgy upon parameters shown.and Is for an Individual building component not a truss system.Before use,the building designer roust verity the applicability of design parameters and properly Incorporate this design Info the overall �A building design.Racing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent IxaGng I V i iTek' K ahvoys lodr rirad for stoUilly and to t:'rr varn rallathtr•with 1X,,;a:401X>rtamerl injury arK.11_1FOIX:ny r.larrtagc, k7r 5,',n�ma Ce-Idartrr:rr_q)rucSraJ iho !tabricatlort storage,delivery,erection and bracing of trusses and tatss systems,seeANsi/TPl I Quality Criteria,DSB-89 and BCSI Building Component I 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. 1 Tampa,FL 33610 rJob��j fuss Type City Ply, 62'Grand Carlton III with porch ' T9680956 - Truss A6 SPECIAL .1 1 Job Referenced tip onal)_ bets Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Ocl 17 10:40:04 2016 Page 1 Chem ID:2GIScwwyY5hnGhXVARzUkuyuFUM-6xJjguTiKmfxNJdBM3MNE56scyHtJ?2UZOVsZhySYQv 1 0 Q 8-11-11 16-0-0 18-0-0 20•A-8 I_ 25-11-,_^� 34-0.0 _y� 2" mllz 8-it-tt 7-0-5 2-0.0 2-4-8 5-7.7 8-0-1 '7'0-0 Scale:3/16"=1' I 4.00112 - 6x8= 50= 5 6 2x3 3x4 5x6 WB i Sx6 34 7 8 'n u11 14 -.�-�-y \ 9 10t2 2 I 5x12 MT18HS= -13 6 11 o 3x4 zz 12 11 5x6= 2x3 Ii 3x6= 3x10= 2.00 12 I 10.6.4 15-0-0 _�6-0�^ 20-4.8 25--7-7 34.0 10-6.4 4.5-12 1-0.0 4 4 8 T 5.7-7 8.0-1 Plate Offsets [2 0-2 2 0 0 71 f3:0 3 0 Ed gel f5 0 4 D 0-2 3] f7.0-2-7 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1ldefl Ud PLATES GRIP TC LIL 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(fL) -1.13 14-17 >362 240 MT18HS 244/190 BCLL 0.0 ` Rep Stress Inc( YES WB 0.79 i Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:156 lb FT=0% LUMBER- BRACING- TOP CHORD 20 SP M 30`Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 3-5:20 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. BOl CHORD 20 SP M 30 WEBS 2X4 SP No.3*Except* 5-14:2X4 SP M 30 OT ERS 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 8),9=-611(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=-2320/1368,6-9-3010/1736 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=4581/2900,5-13=-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=5211t;L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MIN 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 five load nonconcurrent with any other live loads. 6)r 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 tit between the bottom chord and any other members. 7)Bearing at jolnt(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity lot bearing surface. 8)!Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 796 lb uplift at joint 2 and 611 lb uplift at joint 9. 9)i"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i I WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for Use only with MITeke connectors.TNs 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 deslgn parameters and properly incorporate this design into the overall pA bullding design.Bradng Indicated Is to treVent buming of individual truss web and/or chord members only.Additional temporary and permanent L4wIn f MiTek' k.<liwctys.rG•r.�,tirc:U fur:;tal:4iity and to IxoVCRi CrA1,:gAd:Will I I IWIJIC t'x;ux, of Injuri orw.f Ixoi-ary dom,xlc. For g,.n,t 1i gumcr,-%co rogi rrcIInu ih,; 6904 Perke East Blvd.fabrication,storage,delivery,erection and tracing of trusses and tntss systems,seeANSI/TPIi Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 2231A. Tampa,FL 33610 i Job Truss I Truss Type Qty =PIY62'Grandarlton III with porchT9680957 A7 SPECIAL 1nce(optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MI I9K Industries,Inc. Mon Oct 17 10:40:05 2016 Page 1 ID:WSJgpGwalPpeur6hk9UjG5yuFUL-a7t5NETf53no7TCNwmtcnJfOEMeV2PIdn1 EP58ySYQu 1.0 8-10.10 14-0-0 20-0.0 25-11-15 34.0-0 35.0- 1-0-0 8-10-i0 5-16 6-0-0 5-11-15 j Scale=1:62.3 5x10= 5x6= 4.00 12 4 5 2x3 3x4 3 6 t2 2 7 8 �1 5xl2 MT18HS= Tc? o 6 10 g 5x12= 2x3 II 4x5= 300= 2.00 12 10-6-4 14-0-0 20-4-8 25-11-15 i 34-0.0 10-6-4 3.5-12 T 6-4-8--��- 5-7-7 8-0.1 Plate Offsets(X Y)-- 12:0-2-2 0-0-71 (4:0-5-0 0-1-131 LOADING(psi) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ved(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 BOLL 0.0 ' Rep Stress Incr YLS WB 0.99 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (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. BOi 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 Horz2-149(LC 6) Max Uplift2=-795(LC 8),7=-812(LC 8) FORCES. (lb)-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=-1 327/2588,4-10-810/415,5-10-166/455,6-10=-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;8=52ft;L=34fh 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 tit between the bottom chord and any other members. 7)Bearing at joints)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 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-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE Mli-7473 rev.101012015 BEFORE USE. � Design valid for use only with Mrrek®connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss systern.Before use.the building desiflner must verify the applicability,of design parameters and property tncorporale this design into the overall blinding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek* M oiw a: ,;loquired nett s1clulity aria to provoat r..oligry.V wnh IXxA 1IAo 1"=ry:rcrai lr gay are9 prc.gx rty darnojv. for gancrnl 3ufrfc1ra.o rcgcncfirn3 rho 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 T9680958 M11323 AB SPECIAL i 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:07 2016 Pagel ID:WSJgpGwalPpeur6hkgUjG5yuFUL-XW?sovVwdhl WFInM12Bw4skkNSAK2WNRwFLjWAOySYQs 8-8-4 11 2-0-0_t 15-8-4 20-4-8 122-0_0. 24 8-12_I 34-0-0 $5.0-Q 1.0-0� B-8-4 3-3-12 3-8-4 4-8-4 1-7-8 2-8-12 9-3-4 1-0-0 Scale=1:62.2 5x6= 2x3 II 4x8= 3x4= 4.00 12 4 20 5 6 21 7 2x3 2x3 8 3 N lh Q 13 9 10 a r �1 2 EN -- IC? 5xl2 MT18HS= 0 0 12 11 5xl2= 4x6= 3x4= 3x10= 2.00 12 70_6-4 —I — 20-4-e — f22-0-0 34-" —1 10-6-4 ---- 9-10-4 1a-s 12-0-0 Plate Offsets(X,Y)-- f2:0-2-2,0-0-71,f7:0-5-8 02--41.f9:0-2-6,Edgel LOADING(psf) SPACING- 2-0-0 CS1. i DEFL. In (loc) Vdefl Ud PLATES GRIP TCLI L 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 Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:1541b FT=0% LUMBER- BRACiNG- TOQ CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 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. (lb)-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=-1158/2331,9-11=1432/2593 WEBS 3-13=-389/395,4-13=-895/1665,5-.13=291l796,5-12=-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=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)1 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 794 lb uplift at joint 2 and 813 lb uplift at joint 9. 9)1Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valld for use only wllh MITeIrD connectors.This design is based only upon parameters shown,and is for an Individual bullding 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 rriw<rys roqui<xi TO.,,thirty aria to l:ar vrxd YNiohe r:with Ix'W*'rxns"xuti injury arld ixopryry dart tarjo. kir gcr"wil gr.rN.t<incr:rouardr g thc• fabrication,storage,delivery,erection and bracing of misses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,218 N.Lee Street,Sulle 312,Alexandria VA 22314. Tampa,FL 33610 Truss Truss Type Qty Ply HIP i 62'Grand Carlton III with porch T9680959 M11323 A9 _ i 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:_etCl cxC3ixVV?huts?ypJyuFUK-?iZE?FW YO_9MswxybvRJOxHgpalHFnB4U?T3iSySYQr 1 6-7-15 10-0-0 t5-2-14 204-0 24-0-0 27-4-1 34-0-0 t—t 1-0-0r 6-7-15 ' 3-4-11.2-14 5-1-2 ' 3$-0 T 3�-4-1 1— 6-7.15 1-0.0 I Scale=1:60.1 4x4= 2x3 I I 4x8= 4.00 12 3x4— 4 22 5 6 23 7 243 IF 2x3 9 3 B h Ch 1 2 9 10I rn of cb • — o 15 14 13 12 it 3x5= 3x8= 3x6= US= 3x6= 3X4= 3x5= 20-4-0 24-" 34-0-0 10-0.0 10-4-0 _ 3-6.0 10-0.0 Plate Offsets(X,Y)— f2:0-2-8,Edge] f7:0-5-4 0-2-0).f9:0-2-2,Edge] I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.17 13-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 I Vert(TL) -0.42 13-15 >574 240 BOLL 0.0 ` Rep Stress Incr YES WB 0.85 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2014/1'PI2007 ( (Matrix-M) ( Weight:156lb FT=0% LUMBER- BRACiNG- TOT CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing direct)y applied or 6-0-0 oc pudins. BO 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=1196/685,3-4—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=-349/336,5-15=-256/615,5-13=-11621752,6-13=260/229,7-11=-1 56/325, 8-11-387/359,7-13=-762/448 NOTES- 1)IUnbalanced 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.Dpsf;h=14ft;B=52ft;L=3411;eave=6ft Cat.II; I 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)IThis 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 n d signed for a live load of 20.Opsf on the bottom chord in all areas where a Y rectangle 3-6-0 tall b 2-0-0 wide will 9 fit between the bottom chord and any other members. 6)1 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. a� WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll•7473 rev.f0/0312Bf5BEFORE USE. Design valid for use only wifh MITekV 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 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 MiTek• is rlWrryG ro[gdtrxJ f<rr stat:uTty On'.1 to f ar r rr1 cxstt[q:•with t:KA#1:4,_.r.,morral krJury orut IxoIxfty rN.I nat;1n, hN iir n,>01&Ad<a rr0 rr:0tar-1n51 Arc �fabricallon,storage,delivery,erection and bracing of trusses and truss systems,seeANS117P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Jo Truss Qty PIy s2'Grand Carlton III with porchT9680960 M11323GRA JFT—TussTypre HIP y 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:-etCt cxC3ixVV?huls?ypJyuFUK-Tv7cDbW A91 HDU4W 89cyYx9pgDz6A_Cf DifCdEvySYQq 1-0•pp 8-0-0 11-1-1 i 17-0-0 18-6-0, 22-2-2 26-0-0 34-0-0 35-0_ t1-0-01 8-0-0 3-1=1 5-10-15 �1-6-0 38-2 3-9-14 8-M 1-0-0 ' Scale=7:62.3 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 4.00,12 4 — ( 3x6 19 i 3 5x -� 21 �1 2 I 22 23 N C4 29 28 27 26 25 24 3x5 3x6 11 3x6= 6z8= 3x6= 6x8= 4X4= = ' 6x8= 1 8-0-0 i--_11-1-1. 18-6.0 26-0-0 34-0-0 8-0_0 3-1-Y 7-4-15 7-6-0 71 g-0-0 ----I Plate Oiiseis(X Y)-- (3:0-3-8,EdgeL f21:0 3-8 Edgel [24:0-3-8,0-3-01,f27:0-3-8,0-3-01 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Joc) i/deff L/d 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 Verf(TL) -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 FBC2014[TP12007 (Matrix-M) Weight:1941b F7=0% LUMBER- 1 BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc puffins. 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. REACTIONS. All bearings 0-8-0. JOINTS 1 Brace at Jt(s):7,8,19,17,14 (Ib)- Max Horz 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 atjoint(s)except 2=527(LC 13),27=2197(LC 13),26=2894(LC 14), 22=1015(LC 14) I 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, i 4-6—173/256,6-9=134/313,9-11=-114/371,11-14-200/419,14-17=1021280, 19-21=-151/268 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, 14-15=-549/402 NOTES- 1)6 nbalanced 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;8=52ft;L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.6D 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 fb uplift at joint 2,1146(b uplift at joint 27,1470 lb uplift at joint 26 and 646 lb uplift at joint 22. 6) Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the puffin 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 967lb 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). O S S Standard �� WARNING-yedly design parameters and READ NOTES ON THIS AND INCLUDED MITEICREFERANCE PAGEM11-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek(b connectors.This design Is based only upon paramelers shown,and Is for an Individual building component-not a truss system.Before use,the building designer must verify the applicoblilty of design parameters and properly Incorporate this design into the overall N��■ building design. Bracing Indicated is to prevent buckling of tndlvlduai truss web and/or chord members only.Additional temporary and permanent bracing a VlfTek� v ohvays lr�p-kod tot st<9xiiry and to Ia�:w:nt cnitcrx::With IXIFAA:Ac I:,ruremcrl kipary 1Xld rlforryrty dornc><Ir o. R4 yxu rat fJLAr,I<au:o tcr,.tirrrhrug tiro /abrlcatlon,storage.del(very,erection and bracing of trusses and truss, seeANSWPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ty ly 162'Grand Carlton III with porch T9680960 M11323 GRA i HIP 1 t L 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 2 I D:_etC1 cxC3ixVV?hut s?ypJyuFUK-Tv7cDbW A91 H DU4 W B9cyYx9pgDz6A_Cf DifCdEvySYQq LOAD CASE(S) Standard 1)Dead+Root 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=-126(F=-72),11-21=-126(F=-72) Concentrated Loads(lb) Vert:29=-641(F)24=641(F) � I it ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMII--7473 rev-1010312015 SEFOREUSE �' I Design valid for use only with MiTekb connectors.This design Is based only upon parameters shown,and is for an individual budding component,not a truss system,Before use.the bultding designer must verify the applicabdlfy of design parameters and properly incorporate this design Info the overall �Ar building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional iernpr rary and permanent bracing IY101��• .Y{{i t(${Cfl�(thy CAt<:!10 l ;x•n1 CCfI;C7�tX.•LVl1fr I.M.Iv,1i;L'C r.N�t:/;NIC,}f(r)�IJfy(t(11:{I)ll.�Jl:11y CII.)nllkJt:, fftr lJ(:nC�(C1I!(JtdC,1C}n4[�(<:v fC((<:L('ig 1tIC, fabdealion storage,dellvery,erection and bracing of trusses and truss systems,seeANSHTPIT 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 _ 79680961 M11323 GAB HIP 1 1 I 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:SrRaEyyrgO4M78G4raW BLW yuFUJ-Tv7c DbW A91 HDU4W 89cyYx9piuz4F_CMDifCdEvySYQq ' 1-0-q 8-0-0 13-8-0 i 17-M __ 20-4-0 26-0-0 34-0-0 5-0 (1.0.0 8.0-0 5-8-0 r— 3-4-0 3.4-0 5.8-0 8-0-0 Scale=1:60.1 5x8 MT18HS= 4x10= 5x8 MT1BHS= 4.00 12 2x3 11 46= 2x3 II 3 23 4 5 6 7 24 8 l " 9 10� N yl _1 Io o 16 15 14 13 12 11 4x5— - 3x6 If 46— 6x10= 6x10= 4x6= 3x6 II 4x5— 8-0-0 _ 13-8-0 20-4-0 26-0-0 34-0-0 8-0-0 �— ' 5-8-0 r 6-8-0 5-8-0 1 8-0-0 —I Plate Offsets LX Y)_2.0-2-2 Edge1, 3:0-5-4 0-2-8 5:0-3-0,Edge1 f8:0-5-4,0-2-8) f9:0-2-2 Edgef LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl 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 W B 0:9B Horz(TL) 0.07 9 n/a n1a BCDL 10.0 J Code FBC2014ITP12007 (Matrix-M) Weight:153 lb .FT=0% LUMBER- BRACING- TOF 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.'(Ib/size) 2=1296/0-8-0,13=3993/0-8-0,9=510/0-8-0 Max Horz 2-90(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(Ib)or less except when shown. TO 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,B-9=-692/331 BUT CHORD 2-16=-165513336,15-16=-1676/3398,94-15=-1676/3398.12-13=-246/658, 1 11-12=-246/658,9-11=-225/595 WEBS 3-16=-402/1155,3-14=-1431/700,4-14=-847/699,7-13=-886l720,8-13-3505/1836, 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=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)1 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 1b uplift at joint 13 and 369 lb uplift at joint 9. 81"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)I 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:1-3=-54,3-8=-131(F—77),8-10=54,16-17=20,11-16-49(F=-29),11-20-20 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev.1010312015 BEFORE USE Design valid for use only wilh MllekO 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 overali brllldng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members orgy.Additional temporary and permanent!racing MiTek• @:clwuys rfxTi.tlp3df for 510:0fy and to I:aovon} VAIN fy)s A,.lx:r,UrVti Injury and Irr tx:rty dlarnd3c, hn gonerrei grAd(int:a regording 11 v! fabrication,storage,delivery,erection and bracing of trusses and huss systems.seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information aval able from Truss Plate Institute,21814.Lee Street,Suite 312.Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 62'Grand Carlton 111 with porch ' T9680961 M11323 GRB HIP 1 1 _ Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.840 s Apr 19 2016 MiTek industries,Inc. Mon Oct 17 10:40:10 2016 Page 2 I D:SrRaEyyrg04M78G4raW BLWyuFUJ-x5h_OxXowcP45E5KjJTnUMMteNQUjfcMxJyAnLySYQp LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:16—641(F)11=641(F) I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MI)-EK REFERANCE PAGE MIF7473 rev.10/03/20f5 BEFORE USE. �• Design valid for use only will)MiTekID conneclors.This design Is hosed only upon parameters shown,and Is for an Individual Wilding component,not it Truss system.Before use.Me building designer must verify the applicability of design parameters and property Incorporate this design into the overall Wilding design. Racing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 61�iT�k� k[ilwcr{';rc�{utrv:t fur slat:alfry turd 10 I:xL.v.Y4[:g11f.1(:J$f)l:'fAt ixW'ff!fj I:x,fsonai k111xy[Nu1 jrgxaty daruo%jo. Ku(1orwral atifdtinvo ILvjorrfing iho fabrication,storage,delivery,ereclion and bracing of trumes 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.State 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680962 M11323 J2 MONO TRUSS e T 1 Job Reference{�tionap . Chambers Truss, Fon Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 1710:40:10 2016 Pagel I D:xl?zSlzTbJC DIIrGPH 1 QukyuFU I-x5h_QxXowcP45E5KjJTnUMM21NYIjuxMxJyAnLySYQp -1.0-0 P-0.0 1-0-0 2-0-0 Scale=1:7.9 3 4.00 r12 2 I 1 4 3x4= — 2-0-0 ----I 2-0.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLI L 20.0 Plate Grip DOL 1.25 TC 0.11 I Vert(LL) -0.00 7 >999 360 MT2o 244/190 TC6L 7.0 Lumber DOL 1.25 BC 0.04 I 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/TPI2007 (Matrix-M) Weight:8lb FT=0 LUMBER- BRACING- TOO CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BO 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 Upllft3=-30(LC 8),2=-131(LC 8),4=3(LC 5) Max Grav3=37(LC 13),2=143(LC 1),4=29(LC 3) 1 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOiTES- 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)1 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)'iSemkrigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I I 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 MITek9 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 prevenl buckling of Individual truss web and/or chord members only.Additonal lemp�xary and permanent bracing M71 ek' h;•alwO'J&ractUlred for:AUNIllY<md io pf0vOrd cnilcq:.;o with lxxa;A go Injury crud IAOI OY c10mcr.3e. Kn gcxaxoi 0ufctcxree rogurcling the (abrication,storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/TPI1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Instifute.21814.Lee Street.Suite 312.Alexandria VA 22314. Tempe,FL 33610 Job 7J4 russ Truss Type Qty Ply 62'Grand Carlton III with porch T9680963 M11323 MONO TRUSS e T 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:PDYLfd_5MdK4MSQTz?ZfRxyuFU H-x5h_QxXowcP45E5KjJTnUMMOdN W ejuxMxJyAnLySYQp T-0-O 4-0-0 --i 4-0-0 - I Scale=1:11.2 3 4.00 12 2 1 ` 4 3x4= I 4-" 4-"' LORDING(psi) SPACING- 2-0-0 CSL DEFL- in (loc) Vdefl 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 SC 0.17 Vert(TL) -0.02 4-7 >999 240 BOLL 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) 1 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 pudins. B i T CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (ib/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) F'RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASIDE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsh h=14tt B=52ft;L=341t eave=6ft;Cat.11; 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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections, 5)I 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. I WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/0X2015 BEFORE USE I Design valid for use only with MITek-D connectors.This design Is based only upon parameters shown,and Is for an Individual brIDding component,not a truss system.Before use,the building designer must verify the cgVllcabfllty 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 permaneni bracing MiTek• @;always roq,r*+.f for stal'sTity and To rA,went erNh y>5r. ny War,lx>zh)pcarr,nol tnjc arta prorxATy acrr(rcuc. t*A cft norof gurU(xu:r,regamIing fie fabrication,storage,delivery,erection and bracing of trusses and fntss systems,se.eANSI/TPIi Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. i Safety Information avallabfe from Truss Prate Instilule.2)8 N.Lee Street Suite 312.Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply 62'Grond Carlton III with porch T9680964 M11323 JJ6 MONO TRUSS B 1 Job Reference(�iional) 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-PHEMdHYQgvXxjOgXH 1_1 Oav6FnozSLAWAzhkJnySYQo l 1-0-0 6-0-0 Scale=1:14.8 3 4.00 12 i 2 9 1 , 4 30= 6-0-0 6-0.0 LOADING(psf) SPACING- 2-0-0 CS1. ! DEFL. in (loc) Udefl 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 i Vert(TL) -0.09 4-7 >790 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(L) 0.00 2 n/a n/a BCDL 10.0 CodeFBC20141TPI2007 (Matrix-M) ! Weight:20lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. RE CTIONS. (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=3411;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) g '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 I tit 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. i WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev.1010312015 BEFORE USE. Design valid for use only wilh MITek0 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 verily the applicability of design parameters and property Incorporate this design Into the overall - building design. Ducing indicated Is 10 prevent buckling of Individual truss web and/or chord members only.Additional lemporary and permanent bracing MOW fv always w%r"ro:I l(n 00:4111y onU Te t:ucvcnt crs➢cg:vw V41tr rxrS,11:0!p,"norKal Kr,.rcy crnr:l IAofx rty ckrrnagc, l"A gcnorol gull(€r—_r� ur,6rk,J ttro fabrication,storage,delivery,erection and bracing of tarsses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSt Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.21814.Lee Street,Strife 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680965 M11323 JB MONO TRUSS 20 1 Job Reference{optional) Chambers Truss, For[Pierce,FL 7.640 s Apr 19 2018 Mi7ek Industries,Inc. Mon Oct 17 10:40:11 2016 Page i ID:1P6jtz-j7xSx_c_fXi4uz9yuFUG-PHEMdHYQgvXxjOgXH1_10av9TniQSLAWAzhkJnySYQo . 8-0-0 1-0-0 8-0.0 J Scale=1:17.7 I 3 4.00 12 i 1 2 / 4 3x4= f B-0.0 8-0-0 l Plate Of :0-1-2.EdOL __-_ __ LOADiNG(psf) SPACING- 2-0-0 CSI DEFL. in (loc) Well Ud PLATES GRiP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.10 4-7 >972 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(rL) -0.27 4-7 >350 240 BOLL 0.0 ' Rep Stress Incr YES WB O.OD Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Weight:26lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. B T 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/Mechanlcal 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) F RCES. (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.Il; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)f This truss has been designed fora 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)I 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. I I i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MfR7473 rev.10/03/2015 BEFORE USE. �• 'Design valid for use only with Mllek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not �a truss systern.Before use,the building designer must verify the applicability of design paromeiets and piopedy incorporate this design infoihe overall building design. Bracing Indicated is to prevent buckling of individual Inlss web and/or chord members only.Additional temporary and permanent bracing iViiTek• it;r-tlWdy.;n_-gten cf trq;i<:rlXigy crud 10 r:ur:t Y f(.rAfai ex'%Wh r:�,.n:>re:r:u•r:.OnCd it it.ay and rxrvl?any d!unr*Jr'. tor grAr";mN uuleh:vrco rr.•(for'g cl ti o fabrication,storage,delivery,erection and tracing of busses and in=system%seeANSI/TPII Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. ;Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty, 7PIY6,2,'Gtand Carlton III vrith porchT9680966 M11323 KJB MONO TRUSS 4 b Reference o tiP onal Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc.Mon Oct 17 10:40:11 2016 Page 1 ID:Lcg54J?LuEancmZr4Qb7 W MyuFUF-PHEMdHYQgvXxjOgXH 1_10avAingZSFR W AzhkJnySYQo 1 5-0 73-4 11-3-0 t— 1-5-0 7-3-4 3-11-12 Scale=1:20.8 4 2.83 12 3x4 3 ' I I i i r 2 6 7 2x3 11 5 3x4= 3x4= 7-3-4 113-0 --- i 7-3-4 3-11-12 LOADING(psf) SPACING- 2-0-0 CS1. I DEFL in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.05 7-10 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(fL) 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 FBC2014ITPI: (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. BO,T CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 2x4 SP No.3 RE ACTIONS. (lb/size) 4=207/Mechanical,2=48?/0-11-5,6=556/Mechanical Max Horz2=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=O.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)pa 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)j 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. 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)j'Semkrigid 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(plf) Vert:1-2=-54 Trapezoidal Loads(pit) Vert:2=0(F=27,B=27)4o-4=-152(F=-49,B=-49),8=0(F=10,B=1 0)-to-5=-56(F=-1 8,B=-16) I WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE R Design valid for use only with MITekV connectors.This design Is based only upon parameters shown.and Is for an Individual budding component,not a truss syslem.Before use.the building designer must verify the cMiicabfllty 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 bracng M6Tek' K olways w Yp.frrxi lof oulAiity and to Ixo v rxA roflajrv,with I:xrsQMc Ix Moruji In-try ano ro x;Ry oomrrJc. NA gcnue rl 13uld::nc• -.rcgarc6ng fFu; fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabte from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314, Tampa,FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 7 /4 offsets are indicated. I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1, Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See SCSI, c1-2 c2-3 2. Truss bracing must be designed by an engineer.For 0-1/1g' A,, 4wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor 1 Om ��, 0 bracing should be considered. O 3. Never exceed the design loading shown and never 0 U stock materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate O C7"8IXr7 designer.erection supervisor,property owner and plates 0-110 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 MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%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 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing th 10 ft.spacing, 9 Y or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. s 18,Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 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 Nil is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with — -----Guide to Good-Proctice-for-Hondlin �T — - ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 f; (: �r a .�.' 1"➢'� �/ •l.�^`ter 4 i++�.' .. l7 fi1 :t� �r !t "e• t - C;3 File Copy FARM R405-2014 f 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: F PIERCE FL, �� Permit Number: Owner: '\ � ' ove, Jurisdiction: Design Location: FL,ST_LUCIE_CO_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. li this a worst case? 10.Ceiling Types (1446.0 sqft.) Insulation Area Yes a.Under Attic(Vented) R=30.0 1446.00 ft2 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 . 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 I a.Electric Cap:40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area a.Slab-On-Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features EF:0.970 ki.N/A R= ft2 None .N/A R= ft2 15.Credits Pstat GI ss/Floor Area: 0.096 Total Proposed Modified Loads: 46.91 PASS Total Baseline Loads: 48.19 I hereby certify that the plans and specifications covered by Review of the plans and Z$E ST,g2, this calculation are in compliance with the Florida Energy specifications covered by this ti� _ �0 Code. calculation indicates compliance with the Florida Energy Code. rnu l., •.;:.y?a.; �.��,<<O PREPARED Y. Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 * ° I hereby certify that this building,as designed, is in compliance Florida Statutes. with the Florida Energy Code. COrjy-E'� OWNER//jG 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 i 6/16/2017 11:49 AM EnergyGauge@ USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 NORM R40e-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 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 I 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 6SIab-On-Grade Edge Insulatio BATH 5 ft 0 45 ft2 -__- 0 1 0 i 7 Slab-On-Grade Edge Insulatio BEDROOM 2 34.2 ft 0 204 ft2 ___- 0 1 0 I I I I 6/16/2017 11:49 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R40,&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 I 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 I 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 J� 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 I WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 1 N=>SE Exterior Concrete Block-Ext InsSEDR00M 4.1 9 0 8 0 72.0 ft2 0 0 0.5 0 2 S=>NW Exterior Concrete Block-Ext InsQEDROOM 4.1 18 0 8 0 144.0 ft2 0 0 0.5 0 3 W=>NE Exterior Concrete Block-Ext InsdBEDROOM 4.1 13 0 8 0 104.0 ft2 0 0 0.5 0 4 S=>NW Exterior Concrete Block-Ext InNASTER BA 4.1 9 0 8 0 72.0 ft2. 0 0 0.5 0 5 S=>NW Exterior Concrete Block-Ext InsulM. 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 In§WDROOM 2 4.1 16 0 8 0 128.0 ft2 0 0 0.5 0 8 E=>SW Exterior Concrete Block-Ext InQEDROOM 2 4.1 10 0 8 0 80.0 ft2 0 0 0.5 0 9 SE=>W Exterior Concrete Block-Ext InfiEDROOM 2 4.1 4 3 8 0 34.0 ft2 0 0 0.5 0 10 S=>NW Exterior Concrete Block-Ext In!REDROOM 2 4.1 4 0 8 0 . 32.0 ft2 0 0 0.5 0 11 S=>NW Exterior Concrete Block-Ext InsdLAUNDRY 4.1 6 0 8 0 48.0 ft2 0 0 0.5 0 . 12 N=>SE Exterior Concrete Block-Ext InsGREAT/DINI 4.1 26 0 8 0 208.0 ft2 0 0 0.6 0 i 6/1/2017 8:43 AM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 -FORM R40-5-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt TO IMP11 T�gpe SpaceRxallle Et In Et In Area RAW-le Eraction Ahsor rrgrie% 13 W=>NE Exterior Concrete Block-Ext InsOREAT/DINI 4.1 21 0 8 0 168.0 ftz 0 0 0.5 0 14 N=>SE Exterior Concrete Block=Ext Insul FOYER 4.1 1 0 8 0 8.0 ftz 0 0 0.5 0 15 E=>SW Exterior Concrete Block-Ext Insul FOYER 4.1 6 0 8 0 48.0 ftZ 0 0 0.5 0 ail -16 N=>SE Exterior Frame-Wood GREAT/DINI 11 23 5 8 187.3 ftz 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 I WINDOWS Orientation shown is the entered orientation'=> changed to Worst Case. Wall Overhang # 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 ftz 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 ft' 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 ft' 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 ft' 1 ft 0 in 1 ft 4 in None None 5 W=> NE 13 M z Metal Low-E Double Yes 0.55 0.25 40.0 ft 10 ft 0 in 1 ft 4 in None None I GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 315ft2 315ft2 24ft 8ft 11 I INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1349.6 74.09 139.34 .2455 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 I COOLING SYSTEM 7 # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.8 kBtu/hr cfm 0.88 1 sys#1 I I 6/1/2017 8:43 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 ,FORM R40&2014 HOT WATER SYSTEM #F 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 I DUCTS —Supply--- Return — Air CFM 25 CFM25 HVAC# # 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 Pirogramable Thermostat:Y Ceiling Fans: Coolin . [[ 1]Jan r[ ]Feb [[ ]Mar A r Ma X Jun X Jul rl Au X Se Oct Nov HDec Heating [X]Jan [X]Feb [X]Mar Apr May Jun Jul AuSeP Oct Nov 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 I I 6/1/2017 8:43 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 lAir 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/doorjambs 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. i 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 I gasketed doors 6/16/2017 11:54 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 i FORM F€405-2014 ENERGY PERFORMANCE LEVEL (EPL) USPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. WYNNE DEVELOPMENT, FT. PIERCE, FL, 1. N I ew 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 ft2 b.Frame-Wood,Exterior R=11.0 187.33 ft2 3. Number of units,if multiple family 1 p Y c.N/A - 2 I R- ft 4. Number of Bedrooms 2 d.N/A R= ft2 5. Is this a worst case? Yes 10.Ceiling Types Insulation Area a.Under Attic(vented) R=30.0 1446.00 ft2 6. Conditioned floor area(ft2) 1446 b.N/A R= ft2 7. Windows-- Description Area c.N/A R= ft2 2 11.Ducts R ft2 SHGC SH : SHGC=0.25 a. or: U=0. 99.23 ft a.Sup:Attic, Ret:.Attic,AH:Attic 6 320 SHGC b. U-Factor: Dbl, U=0.55 40.00 ft2 SHGC: SHGC=0.25 12.Cooling systems kBtu/hr Efficiency. c. U-Factor: N/A ft2 a.Central Unit 34:8 SEER:15.00 SHGC: d. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency A ea Weighted-Average.Overhang Depth: 3.586 ft. a.Electric Heat Pump 34.8 HSPF:8.50 Area Weighted Average SHGC: 0.250 8. FIo or Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 1446.00 ft2 a.Electric Cap:40 gallons EF:•0.97 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat certify that this home has complied with the Florida Energy Efficiency Code for Building �KESx Construction through the above energy saving features which will be installed*(or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed yk�`,,,,°''r = ; �,• 'fs, based on installed Code compliant features. Builder Signature: Date: Address of New Home:S \(��@ S �� R City/FL Zips� get r- G'OD WE *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. i **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. i j 6/1/2017 8:43 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 i I i I I wry.9 htsofr~ Project Summary pat Entire House By: QUICK CALCS, INC.' 317 ST.,LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466-6799 Fax 7.72-466.6796. Email:QUICKCALCS0AoLC0M: Project Inf• • 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 vent(0 cfm) 0 Btuh Humnone . idification 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 24753 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 e( 1446 Tat 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 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make . Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC536A*030 Cond 25HBC536A*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 @ 47°F Latent cooling 10440. Btuh Temperature rise 27 OF Total cooling 34800 Btuh Actual air flow. 1160 cfm Actual air flow 1160 cfm Airflow factor 0.049 cfm/Btuh Airflow 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 byACCA to meet all requirements of Manual J 8th Ed. L - .wrightsoft` 2017-Apr-11 09:29:38 RightSuite®Universal 2017 17.0.14 R$U08101ACCk . Page 1 ...uick Calcs\DocumentMTHE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N I wrightsoft' RighW@ Worksheet Date: Entire House . By: By: QUICK CALCS, INC. 317 ST..LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466-6799 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 heat/cool 4 Room dimensions 1.0 x 297.0 ft 5 Room area 1445.5 ftz 297.0 ftz Ty Construction U-value Or HTM Area number (Btuh/W°F) (Btuh/ft2) or perimeter (ft) (Btuh) ors perimeter (ft) (Btuh) . Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 zl3A flocs ?:0143 ri: 4.00 -2,65 503 465 ,::;1862 1184 :? 72 72 288 183 f4A5-tom 0 770 .n'. 2156 19;31 38 0 815 730 0 0 :0, 0 W, 13AAocs 0.143 a 4.00 2.55 128 83 333 212 0 0 0 0 L-_-Gp 1A-clom 1.270 a 35.56 87.29 24 2 848 2082 0 0 0 0 11 11DO 0.390 a 10.92 11.31 21 21 229 238 0 0 0 0 W 13A-4ocs 0143 se 4.00 2.55 34 34 136 86 0• - -0 0 0 Vu 13A4ocs 0.143 s 4.00 2.55 360 353 1414 899 216 216 865 550 -.G 1Aclom 1.270 s 35.56 34.77 7 7 247 241 0 0 0 0 13A-4ocs 0 143 W 4.00 2.55 310 237 949 603 104 72 288 183' 1Ac1om 1270 .•w 35;5.6, 0.2i J32 2 o 1140 1770 32 .2 1140 1770. 4A5 tom 0.770 w 21.56 _19:31 41 41 880.: 788°c. 0 0 0 P 12C-0sw 0.091 - 2.55 1.28 192 192 489 246 0 0 0 0 C ;:16A=30md.' 0.032' 6 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 TJ 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 it Subtotal(lines 6 to 13) 17848 17520 5053 4925 Less wdemal load 0 0 0 0 Less.transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17848 17520 5053 4925 15 Duct loads 132% 49% 5654 8536 32%1 491/o 1601 2400 Total room load 23503 26056 6653 7325 Air required(cfm) 1160 1160 328 326 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. . +.wrightsoft' 2017-Apr-11 09:29:38 14EM Right-Suite@ Universal 2017 17.0.14 RSUD8101 Pagel ...uick Calcs%Documents\THE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N , j MON— Job: - -wrightsoft Right-J®Worksheet Date: Entire House BY: 1 QUICK CALLS, INC. 317 ST.LUCIE LN.,F.T.PIERCE,FL 34946 Phone:772-466-6749 Fax 772.466-6796 Email:QUICKCALCS , OL.COM. - WIC KITCHEN 1 Room name 0 It 0 ft 2 Exposed wall 8.0 ft heat/cool 8.0 ft heat/coot 3 Room height :6.0 x 9.0 ft 7720 ft' 1.0 x 172.0 ft. 4 Room dimensions 54.0 ft 5 Room area Load .Area (ft-) Load Ty Constriction ulVf- Or B utvft2) orsperimeter (ft) (Btuh) or perimeter. (ft) (Btuh) number (Btuhlft "F) ( Heat Cool Gross N!P/S Heat Cool Gross N/PIS Heat Cool 0:143 n 4,OQ' 255 p p 0 0 6 ; 13A�tacs 0 j 0: 0 U V►1 0.770- n, 21:56 1931, 0 D 0 0 13AAocs 0.143 a 4.00 Z55 0 0 0 0 0 0 1A�1om 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 >13A-Rocs 0.143 se:, 4;00. Z65 0. - ,p 0 0 0 p p :: 0 V�1 13AAocs 0.143 s 4.00 255 0 0 .0 0 0 0 0 0 t—.G 1A-c1om 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 j' 13A flocs 0143 w 4 00 255 0 0 0 0 0: 0 0 0 ! IA-clom '. 1 270 w 35 56 5529 0 0 0 0 0 0 0 0 0 77,0. w 21`56 19 31 0;. p ... p 0 .; 0_. 0 0 . 0 P 12C-0sw. 0.091 _ 2.55. 1.28 0 0, 0 0_ 64. 64 163 82. I C 16A30md>: '0 032 090 2;32 54 .. 54;: 48; 125 _;:.. 17,2`: 172 154 399 IF 22A tpl 0.9 89 27,69 0.00 54 0 D 0 172„ 0 0 0 6 c)AED excursion Envelope loss/gain •170/, 12 a) Infiltration `8 117 317 311 b) Room ventilation 0 .0 13 Internal 0 p 0 gains: Occupants @ 230 0 Appliances/other D 0 0 Subtotal(lines 6 to 13) 0 Less extemal load 48 117 Less transfer 317 14 SubtotalRedistribution 0 0 15 Duct loads 0 p 0 0 0 Total room32% 4990 48 117. 0 load Air required(cfm) 15 a o Caictalations a B '^�•-:gtirsort roved b . � ACCA to meet all re uiremg a/�loo�ume..rs/ryEOR4 o cq ON-MaI2097 »a,14RSUDd10� �I,I NOW- i ,.' Job: Date: Right-0)Worksheet ey. wrightsoft Entire House QUICK CALCS, INC. I 317 ST.LUCIE LN.,F.T.PIERCE,FL 34946 Phone:772-466-6769 Fax 772.466-6796 Emall:QUICKCALCS@AOL•COM BATH BEDROOM 2 34.2 it 1 Room 5.0 ft name heat/cool 8.0 ft heaticcol 2 Foos A wall 8.0 ft 1.0 x 203.5 ft 3 Room height 9.0 x 5.0 ft 203.5 ft' 4 Room dimensions 45.0 ft' 5 Room area Load : Area. (ftl Ty Construction LI--value. Or HTMz oorperimeter (ft) (Bt h) or perimeter (Btuh) number (Btuhfft�-'F) (Btuhlft) Heat Cool Gross N1P1S Heat. Coot Heat Cool Gross N1P/S 326 6 Vll 13A flocs 0:143 n 4 00 2 55 40 40 1.60 1020 1280 1206 5103 0. L-G 4/5 tom 0:770 n 21.56 19 31: 0 p 0 ` p 8D 56 225 143 13A•4ocs 0.143 a 4.00 2.55 0 0 0 0 24 2 848 2082 1Aclom 1.270 a 35.56 87.29 0 0 0 0 0 11 11DO 0.390. a 10.92 11.31 0 0 0 0 0 0 13A4ocs 0.143, se 4'00 z55 0 0 0 : 0 34 ' .34 ' ... 136` 86 VJt 13A4ocs 0.143 s 4.00 2.55 0 0 0 0 32 32 128 81 1--G 1Aclom 1.270 s 35.66 34.77 0 0 '0 0 0 0 0 0 13A�ocs 0.143 w 4 00 2 55 0 0 0 0 0 0 0 0 1A c19m 1:270 w: 35 56,. 55 21 0 0. 0 0: 0 0 ': 0' -Q . 4A5 tom . O.TZO w' 21 56'; 19 3.1 0 0 0 0 0 p 0 ;D P. 12C-0sw 0.091. - 2.55 1.28 0 0 0 0 _ 0 0 . •_. 0 0 G 16A 30md*, ; 0032 :0.90 232 _ 45.' 45. -40:,: 104' 204"., 204 >'" . 182` =.472 F 22A tpl 0.989 27.69 0.00 45 5 138 0 204 34 1. 6 III o)AEp e)cursion Envelope loss,g;; 12 a). Infitt ,,t b) Room 1017 N anon .1c subtot al(lines G to occupant's ess &nel �3) g4oAanc@ r 230 99p ,14 S D ;l 87 r cs � f7 l Alf. 7 " S D b.9 i+F LL wrightsoft' Right-J®Worksheet °b Entire House Date: QUICK CALCS, 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 WIC KI-rCHEN 2 Egosed wall O ft O ft i3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 6.0 x 9.0 ft 1.0 x 172.0 ft 5 Room area 54.0 ftz 1720 ft' Ty Construction U-value Or HTM Area number (Btuh/ft�°F) (Btuh/ftz or perimetftzer (ft) Load Area(Btuh) or perimeter (ft) (Btuh) i i Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W,, 13A-0ocs; 0143 :n 400 2:55 ,p 0 p 0.. 0: :0 0 0 4Ar2om. 0 776 --n' 21:55 19;$1 0 0 0 -:0 0:.- p. -0 0 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 L-D 11130 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 W; .13A46cs 0143. se: 4.00 2.55 0 0 0. 0 0 0 0 .0 Vpl 13A-4ocs 0.143 s 4.00 255 0 0 0 0 0 0 0 0 --G 1Aclom 1.270 s 35.56 34.77 0 0 0 0 0_ 0 0 0 13A40cs. 0:143 w 4.00 2.55 0 0 0 0 0 0 0 0 1 Xc.1om 1.270 w 35:56 65.21 0 0 0 0 0 0 0 .0 4A5-2orri 0.770 w 21.56 19:31 0 0 0 .0 0 0 p 0 P 12C-Osw 0.091 2.55 1.28 0 0 0 0 64 64 163 _ 82. C 96A30md::.' 0.0321. Oa90 2;32 54 54 48. ,125 -: :172 172 154 399 F 22A-tpl 0.989 - 27.69 0.00 54 0 0 0 172 0 0 0 II 6 c)AED a)cursion -9 -170 Envelope loss/gain 48 117 317 311 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 Appliances/other p 0 2000 Subtotal(lines 6 to 13) 48 117 317 2311 Less e#emal load 0 0 .0 ` 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 48 117 317 2311 15 Duct loads 32% 49% 15 57 32% 49% 100 1126 Total room load 64 174 418 3437 Air required(cfm) 3 g 21 153 Calculations approved byACCA to meet all requirements of Manual J.8th Ed. -1144- wrightsoft- Right-Suite®Universal 2017 17.0.14 RSU08101 2017-Apr-11 09:29:38 ...uick Calcs\Documents\THE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N Page i wrightsoftw Right-.l®Worksheet °b Entire House Date: QUICK CALCS, INC. By: 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-066-6799 Fax 772-466-6796. Email:QUICKCALCS@AOL.COM 1 Room name BATH BEDROOM 2 2 Exposed wall 5.0 ft 34.2 ft 3 Room height 8.0 ft 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 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 y/ 13A-0ocs: 0143 n,' 4:00 2 55 40 40 160 102 128 - 128 513 326 L_G =.4 tom::', .0.770 n 21 56 19.31 p p 0 0 0_ 0 0 0 13A-4ocs 0.143 a 4.00 2.55 0 0 0. 0 80 56 225 143 ��1--G 1A-c1om 1.270 a 35.56 87.29 0 0 0 0 24 2 848 2082 11 �D 11DO 0.390 e .31_ 10.92 11 0 0 0 0 0 0 0 0 W 13A flocs 0:143 se 4.00 255 0 0 0 0 34 34 136 86 y/ 13AAocs 0.143 s 4.00 2.55 0 0 0 0 32 n 128 61 L--G 1Ac1om 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 U13A-0ocs 0143 w 4.'00 . 2.55 0 0 0 .0 0 0. 0 0 1Ac1om ;. 1 270 :.w 35:56 55.21 0 0 :0 p 0. 0 0. 0 4A5-2oma: 0770 _w 27:56 19,31 0 0 0 p: p 0 P 12C-0sw 0.091 - 2.55 _ 1.28 0 0 0 0 0 0 0 0 C 16A=30md 0.032.-. 0:90 2.32 45 45 40 104 204.: 204 182 ' 472 F 22A-tpl 0.989 27.69 0.00 45 5 138 0 264 34 946 0 I I 6 c)AED e)rursion -16 -85 I Envelope loss/gain 339 1901 2978 3106 12 a) Infiltration 87 P4 b) Room ventilation 593 162 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 425 214 3571 3498 Less external load 0 0 0 p Less transfer 0 0 Redistribution 0 0 0 0 14 .Subtotal 425 214 3571 3498 15 Duct loads 32% 49% 135 104 32"/6 Q% 1131 1704 Total room load 560 318 4702 5203 Air required(cfm) 28 14 232 232 .I Calculations approved byACCA to meet all requirements of Manual J.8th Ed. - wrightsoft, Right-Suite®Universal 2017 17.0.14 RSU08101 2017-Apr-11 09:29:38 ACCK ...uick Calcs\Documents\THE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N Page 3 i it -wrightsoft' RighWO Worksheet oa e: Entire House - By: I� QUICK CALCS, INC. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-066-6799 Fax 772-466-6796 Email:QUICKCALCSa?/�1OL.COM i 1 Room name LAUNDRY GREAT/DINING 2 Fposed wall 6.0 ft 47.0 ft 3 Room height. 8.0 ft heat/cool 9.8 ft heat/cool 1 4 Room dimensions 7.0 x 6.0 ft 1.0: x. 526.0 ft 5 Room area 42.0 ft2 526.0 ft2 I Ty Construction U-value. Or HTM Area (ft2) Load Area. (ft2) Load number (Btuh/ft2-19 (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) i Heat Cool Gross N/P/S Heat Cool Gross N/P/S. Heat Cool j6 yJ 13A-0ocs 0143 n 4 00 255 0 0 0 �0 255 217 t--_G 4AS2om. 0 T70' n 21 56 : .19 31 0 0 0 0 38 0. 815 730 13AAocs 0.143 a 4.00 2.55 0 0 0 0 0 0 0 0 J IA-clom 1.270 a 35.56 87.29 0 0 0 0 0 0 0 0 11 11DO 0.39D a 10.92 11.31 0 0 0 0 0 0 0 0 W': 13A-4ocs. 0.143 'se 4.00 2-55 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 4.00 2.55 48 48 192 122 0 0 0 D L G 1Aclom 1.270 s 35.56 $4.77 0 0 0 0 0 0 0 0 13A-4ocs 0143.: w 4.00 255 0 0 0 0 206 165 661 420 1Ac1om 1270 w 3556 -5521 0 0 A 0 0 0 0 0 4AS2om 0 770 w 21 56 19 31 0 0,,: 0 0 41 41 880 786 f P 12C-0sw 0.091 2.55 128 56 56 143 72 0 0 0 0 G..': 16A 30md: 0:032 ,0.90 2 32 42 42 38 97 :526 526 471 1220 F 22A tpt 0.989 - 27.69 0.D0 42 6, 166_ 0 526_, 47 1302. 0 i I� j 6 c)AED excursion -22 60 Envelope loss/gain 5391 270 4997 4379 12 a): Infiltration 104 28 997 273 j b) Room ventilatlon - 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal(lines 6 to 13) 643 298 5994 5112 Less external load 0 0 0 0 Less.transfer 0 0 0 0 Redistribution 0 0 0 0 14 .Subtotal 643 298 5994 5112 i 15 Duct loads 32% 49% 204 145 32% 49% 1899 2490 Total room load 846 443 7892 7602 i Air required(cfm) 42 20 3901. 338 j �I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I I -I* M17-Apr-11 09:29:38 Righf-Surte®Universal 2017 17.0.14 RSU08101 Page 4 ...uick Calcs\Documents\THE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N t I I. • 1-wrightsoft Right-J®Worksheet Job: Entire House Date: QUICK CALCS, INC. By. 317 ST.LUCIE LM,FT.PIERCE,FL 34946 Phone:772-466-6799 Fax 772-466-6796 Email:QUICKCALCS@AOL.COM 1 Room name FOYER M.BATH 2 Exposed 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 (ft-) Load Area (ftj Load number (Btuh/ftk°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross WKS Heat Cool 6 13A flocs 0143 n 4:00 2i55 B 8 32 20 0 0 0 0. -4A5-2om" . . 0770. ri : 21t56 19.31 . _'p =0. 0 0.. 0 : 0:. 0 . . 0: 11 � 13A-4ocs 0.143 a 4.00 2.55 48 27 108 69 0 0 0 0 1A-clom 1.270 a 35.56 87.29 0 0 0 0 0 0 0 0 11D0 0.390 a 10.92 11.31 21 21 229 238 0 0 0 0 W 13A-4ocs 0.143 se 4.06 2.55 0 0 - 0 . 0 0 0 .0 0 13A4ocs 0.143 s 4.00 2.55 0 0 0 0 64 57 228 145 -G 1A•clom 1.270 s 35.56 34.77 0 0 0 0 7 7 247 241 13A46cs 0.143 w 4.00 2.55 0 0 0 0 0 0 0 0. 1A-c1om 1.270 w. 35.56 55.21 0 0 0 : 0 - U 0 0 0 �4A5-tom :'0 770 .:w.' 21;56__ 19.31 0 0 .. 0 .0`. 0 0 0 0, P 12C-0sw. 0.091 _- 2.55 1:28 72 72 183 92 0 0 0 0 C 16A 30md: 0 032:' - 090: 232 50 - 50 45' 116,.:: ?56 : 56- 50_ :..':'130 F 22A-tpl 0.989 - 27.69 0.00 50 7 194 0 56 8 222 0 6 c)AED exursion -39 -38 Envelope lass/gain 792 496 747 478 12 a) Infiltration 121 33 138 38 b) Room ventilation 10 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 913 529 885 516 Less extemai load 0 0 0 0 Less transfer 0. 0 0 0 Redistribution 0 0 0 0 14 Subtotal 913 529 885 516 15 Duct loads 32% 49% 289 258 32% 49% 280 251 Total room load 1202 787 1166 768 Air required(cfm) 59 35 1 Sal, 34 I Calculations approved byACCA to meet all requirements of Manual.J 8th Ed. - - wrightsoft' Right-Suite®Universal 2017 17.0.14 RSU08101 2017-Apr-11 0 Pag e 5 e 5...uick Calcs\DocumentslTHE GRAND CARLTON-1446.rup Cale=MJ8 Front Door faces: N 9 i Iv wrightsoft° Duct System Summary pat Entire House By; QUICK CALCS,INC. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:.772-466-6799:Fax 772-46"796 Email:QUICKCALCS AOL.COM l I Project • • l I For: THE GRAND CART L ON' WYNNE DEVELOPMENT, FT. PIERCE, FL. I ' I 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 0.260/0.250 in H2O 0.250/0.250 in H2O Lowest friction rate 0.285 in/100ft 0.285 in/100ft Actual airflow 1160 cfm .1160 cfm Total effective length-(TEL) 176 ft II .. Supply Branch Detail Table �I IIDesign Htg Clg Design Diem H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk BAITH h 560 28 14 0.364 4.0 Ox0 VIFx 22.4 115.0 st1 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 OxO VIFx 31.8 135.6 st2 BEDROOM-B h 3327 164 163 0.285 &0 Ox0 VIFx 40.6 135.0 st2 FOYER h 1202 59 35. 0.505 4.0 ox0 VIFx 4.0 95.0 GREAT/DINING h 3946 195 169 0.300 7.0 Ox0 VIFx 31.8. 135.0 st2 GREAT/DININGA 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 st1 LAUNDRY h 846 42 20 0.361 4.0 OxO VIFx 23.3 115.0 st1 M.BATH-A h 768 58 34 0 0 Ox 0 VIFx 0 0 wleIl c 174 3 8 0.309 4.0 Ox0 VIFx 27.0. 135.0 st2 Supply Trunk Detailr • - I Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (In) Material Trunk st2II Peak AVF 721 , 672', 0.285 918 12.0 0';x '0 VinIFIx st1 SO Peak AVF 1043 1091 0:285. 1020 14.0 0 x 0 VinlFlx ,l l �I ,I wri htsoft° 2017-Apr-1109:29:38 9 Right-Suite®Universal 2017 17.0.14 RSU08101 Page 1 i:uick Calcs\Documents\THE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N ,l 'I 'I Return Branch Detail Table 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). Matl Trunk i i rb1 Ox0 1160 1160 0 0 0 0 Ox 0 VIFx i it I �I i I i .� wri htsoft' 2017-Apr-1109:29:38 9 Right-Suite®Universal 2017 17.0.14 RSU08101 Page 2 ACCA ...uick Calcs\Documents\THE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N it