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HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY: 'DATE FILED:'51's0�O g IF I I. PERMIT NUMBER: - Q-1 OS -_C. 3�-p---- RECEIPT NO.: I ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONNG 2300 VIRGNIA AVENUE FORT PIERCE, FL 34932-5652 462-155.3 APPLICATION FOR BUILDING PERMIT -RE`rISIONS PROJECT IN SCANNED BY St. Lucie County LOCATION!SITE DETAILED DESCRIPTIONS OF P REVISIONS: n-o,., r,,."&—, 3. CONTRACTOR INFORMATION: ST.,OFFLREGXERTX C C iaS BUS1NEaE: QualifierssName:me: ADDRESS: CITY: r PHONE (DAYTIME) _77Z 2=;6 a. ARCHIT/EiNGINE NAME: ADDRESS: CITY: PHONE (DAYTI.NIE): WhTC.E`/,$ r. ST. LUCIE COUNTY CERT.= c r�- STATE: rC ZIP: �FAX N 7-77- 7Z-3 0 L_�_11 Ste 1 72Z 3436 r' Ta o,� ,,t.�� c� STA I G19 �9 FAX ZIP 10P: t1U244 , Onstru2' n lnc.,VRaghano Addition l V16 Tap chard 2x4 SP, t r Bat chord 2x4 SP #2 Wej IIIW SP#0 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.58 15.42 See DWG VALTRUSS1106 for valley details. i L LEFT JIG = 8'1 V7 DESC.= V16 PLT.TYP. WAVE r-PAWDWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT. 140. m wind, 25.93It mean hgl. ASCE 7-02, CLOSED bldg. not located within 4.50 it from roof edge, ` DC-'4.2 psf, wind BC DL=3.0 psf. Wind reactions based an MWFRS pressures. Calculated vertical deflection is 0.00" due to live load and 0.08" due to total load at X = 3-7-8. Deflection meets U360 live and 11240 total load. I 8' 8' nv�mmm .6l� B' I 10 e 16, a I. . _ I'm'I 16, Rv=76pif U=1hi..W=1I6' I BUSS calm. J 2900 Industrial *.Urd Fort fierce. l'L 34946 r11LnIc: (; r21466-33SS FNx: (" i2) 466-9-529 AND FRS TO EACH FACE PER DRAWINGS 16 1 ' Julius Lee P.E. License # 34869 NVE IHEO RIGID LE FEEL 4TETIES ON FS ENT 11455 SW 4th Avenue RIGHT JIG=8117 SEQ = 7009 REV. 7.33.0114.181 SCALE =0.3' TC LL 20.Opsf REF TC DL 7.Opsf a e DATE 04 BC OL 10.0psf 3 DRWG BC LL' SOW• �0 Si TOT.LD. 37.00sf mz O/A LEN. DUR.FAC. 1.25 JOB#: 80244 SPACING 24.0" TYPE VA PiY Top chord 2X4 Sf #2 Bot chord 2X4Co P2 Webs 2A SP#K3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.58 11.42 See DWG VALTRUSS1106 for valley details 6' AVG. PREPARED BYTHEALPINE JOB DESIGNER PROGRAM FROMTRUSS MFR'S LAYOL 140 mph wind, 26.43 itmean hgt, ASCE 7-02, CLOSED bldg, not located VA T 4.5� ft tram roo} etl9 ,I. EXP B. wind DL=4.2 psi, wind BC DL=3.0 psi. fq. Wiltfreacticns based on MWFRS pressures. �' y Calculated vertical deflection is 0.02" due to live load and 0.03" due to total load at X=1-2-5. Deflection meets U360 live and U240 total load. Tz 12' - - Rv-75plf =10 pi W= 2' 24'9"3 LEFT JIG = V810 RIGHT JIG = 68"10 DESC.= V12 SEQ = 7007 PLT. TYP: WAVE FBCrrPI2002(STD)CgrRT=1.25(1.25)15(0) QTY=1 TOTAL=1 REV. 7.33.0114.18 SCALE=0.5000 IRUSSCClHP- J '"NARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALUNG AND BRACING. REFER TO HIS-91(HANDLINGINSTAW INSTALLING AND BRACING), PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200. MADISON. W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, INSTALLINGAND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI.ALPINECONNECTORS MEMADE OF20GAASTMM53GR40SAMSTEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABWTYAND USE OFTHIS COMPONENT FOR "ANY PARTICULAR BUILDING IC TMF RFCP .1 IFIIHTY r1F TMF.1111111Ur: rlFflf.UFR RFR LNCI?VI 1-1 5 FF!`TI(1N 9 Julius Lee P.E. License # 34869 1455 SW 4th Avenue Delrav Beach. FL 33444-2161 TCLL 20.Opsf u TC DL 7.Opsf ` a BCDL 10.Opsf o� 111 o BC LL` 10.Opsf' �U M TOT.LD. 37.Opsf mzO/ALEN. REF DATE 04-18-2008 DRWG Si 2700 IRU115frial ;iSrA Fort Pierce.FL. 34946 MIMIC: fi12) 466-3388 PN0.:(^l214hG-R3M 12 DUR.FAC. 1.25 JOB #: 80244 SPACING 24.0" TYPE VAL Top chord 2x4 SP 9W V r Bot chord 2x4 SP 42 Wek,2x4 SP #0 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.56 7.42 See DWG VALTRUSS1106 for valley details 140 mph wind, 26.931t mean hgl. ASCE 7-02, CLOSED bldg, not located within 4.50It from root edge, CAT II; It DL=4.2 Pat, wind BC DL=3.0 Pat. A �I y. J Wind reactions based on MWFRS pressures. Calculated vertical deflection is 0.01" due to live load and 0.01" due to total load at X = 1-2-5. Deflection meets L/360 live and U240 total load. i 25'9"3 Ir P S, wind TC LEFT JIG = 4'5"12 RIGHT JIG = 4'5"12 DESC. = V8 SEQ = 7005 1 PLT.TYP: WAVE FSCrrPi2002(STD)CCVRT=1,25(1.25)]5(0) QTY=1 TOTAL=1 REV. 7.33.0114.18 SCALE=0.7500 Ili{fSS CORI- "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91(HANDLING INSTALLING AND BRACING), PUBLISHED BYTPI(TRUSS JuliusP.E.T Lee P.EC LL 20.0 sf P REF DATE 04-16-2008 J PLATE INSTITUTE, 583 DONOFRIO DR., SUITE 2DD, MADISON. WI.537197 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34669 LL TC DL 7.0psf a ;, PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. It BC DL 10.Opsf DRWG ,u. ..".+ ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Si DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS NCONNECT P20GA BC LL' 10.0psf TOT.LD. 37.Ogsf mz° 27001nA1151rial;i3rA O/A LEN. 8 r A'nrtlien e. PL 3494G PAPER ASSOCIATION)(ANDI TPI. ALPINIE RS MEUMADE ASTM M53 GR DORGALVASTTEEL DUR.FAC. 1.25 JOB #: 80244 Phuuc: (: r2) 466-3388 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 XL THE SEAL ON THIS DRAWING INDICATES rat: ��'!2)-iilb-�-i2� ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGNSHCWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1455 SW 4th Avenue DBIraV Beach. FL 33444-2161 SPACING 24.0" TYPE VAL Top chord 2x4 SP #2 Bot chord 2x4 SP #2 1• Wind reactions based a IN LIEU OF STRUCTU CHORD SPACI BC 4 See DWG VALTRUSS'l 'Onstruction Inc VitaGlianoAdditi0n/V4 WG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFP'$LAYC Trusses or Components Connecting to this girder have been modified by the truss designer. T� L. ms gl verification for accuracy. r n MWFRS pressures. '140wind C wind, 0 psf. fl mean hgl, ASCE 7-02, CLOSED bldg, Located anywhere In root, CAT 11, EXP B, wfrid TIC wind BC DL=3.0 psf. RAL PANELS OR RIGID CEILING USE PURLINS: NG(IN OC) START(FT) END(FT) Calculated vertical Deflection is 0.00" due to live load and 0.01" due to total load at X = 1-2-5. 8 0.00 4.00 Deflection meets L1360 live and Ll240 total load. 106 for valley details. 6"15 2' 3'S"1 4' 6"15 1'S°1 A' 12 .... _. rder requires Dtr,0.2 psf, LEFT JIG = 2715 RIGHT JIG = 2715 DESC. = V4 SEQ = 7003 PLT. TYP: WAVE FBCrrP12DO2(STD)CgIRT=125(1.25)15(0) QTY= 1 TOTAL= 1 REV. 7.33.0114.18 SCALE=1.0000 NorI1?USSCOI? I'. , .u. ..vew "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TOHIB�91(HANDUNGINSTALLINGMDBRACING).PUBLISHED BYTPI(TRUSS PLATE INSTITUTE, Sea D ONOFRIO DR., SUITE 200, MADISON, V a. 53719) FOR SA M PRACTICES TO PERFORMING THESE FUNCTIONS. OTHERMSE , TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANDUNLESS CHORD I SDHALLTHAVE A PROPERLY ATTACHEDRIGIDb HED RIGID CEILING. —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WRH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPLALPINE CONNECTORS ARE MADE OF20GACTMM53GR40GALV.STEEL THIS POSITION CONPT AS NOTED. "PLY NECTORS PER DRAWINGS 150 A-Z THE SEANNECTORS TO EACH FACE OF TRUSS L ON THIS DRAWING INDICATES UNLESS 07HERNSE ON EXCPhune: ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN ruc wcconuciel Iry nP ruc au I niun nccicuco oco evsinoi .-m c eccnnu o Julius Lee P.E. License # 34869PRIOR 1455 SW 41h Avenue Delrev Beach. FL 33444-2161 TCLL 20.Opsf LL " TC DL 7.Opsf BC DL 10.0psf 10.0 Sf+ �U BC LL+ P mo TOT.LD. 37.Opsf Z REF DATE 04-18-2008 DRWG Si 2�OOInJostriNl;i3rA FortVieree FL.34946 a .2) 466-338S ('7 PNX:(?/21466-4.529 CIA LEN. 4 DUR.FAC. 1.25 JOB #: 80244 SPACING 24.0" TYPE VAL Jobt(80244), ructlPn Inc. ,Vijagliano Addition I HJ8 Top chord 2x4 SP rFW' ! Bot chord 2x4 SP #2 WeIjA2x4 SP #8 t. 140 mph wind, 24.79 If mean hgt, ASCE 7-02, CLOSED bldg. not located within 4.50 0 from roof edge, CAT It. EXP B. wind TO DL=4.2 psf, wind BC DL=3.0 psf. Wind reactions based on MWFRS pressures. Calculated vertical deflection is 0.05" due to live load and 0.24" due to total load at X = 3-5-6. Deflection meets U360 live and L1240 total load. YX. R J1'RIJSS COI?1'. t2�� MOO Industrial 33rd Fort fierce. L'L 34946 Phune.: (;.2) 466-338S PNx: (^72)466-4.129 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FF SPECIAL LOADS Ty, �FromBE55 PLF at 1.08 tot 5 PLF a PLATE UR.40 C =1.25) BC - From 21 PLF at 0.00 to 21 PLF at 6.11 BC - From 20 PLF at 6.11 to 20 PLF at 7.40 TC - 178 LB Conc. Load at 4.18 BC - 84 LB Conc. Load at 4.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 68 0.15 6.11 BC 16 6.11 7.40 Shim all supports to solid bearing. t— 1 n 61"5 l 74.13 _ 611"5 Rv=296fa'�Q1=167# NAILED m e t t N P RIGID ON P REV. 7.33.0114.18! Lee P.E. TC LL 20.Opsf e # 34869 TC DL 7.Opsf BC DL 10.Opsf BC LL` 10.Opsf' SW 4th Avenue Reach 91 3:E44-9161 1 SPACING 24.0" e _ RIGHT SEQ = 7070 SCALE=0.500( REF SJ O/A LEN. 7 JOB #:80244 TYPE HIP_ 3 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 L y - Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 47 0.15 4.34 Shim all supports to solid bearing. THIS PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYL ' Trusses or Components Connecting to this girder have been modified by the Ass ddsigner. Thetload Dls girder requires verification for accuracy. It 14GOnph wind, 24.09 fit mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere In roof, CAT II, EXP B, widd TO DL=0.2 Pat, wind BC OL=3.0 Pat. Calculated vertical deflection is 0.00" due to live load and 0.02" due to total load at X = 2.5-5. Deflection meets L/360 live and 1-/240 total load. Rv-101# U=123# NAILED v tV N ..� I_ . „ 4,4"1 'f� f v=240# U=136# W=8"11 4'4°7 Rr-48# .U=6 NAILEtl-' � 510.19 �23'10"2 �23 LEFT RAKE = 1'2"5 .. LEFT JIG = 4'11 "3 RIGHT JIG=1'9"12 DESC.= HJ4 SEO = 7030 PLT. TYP: WAVE FBC/rP12W2(STO)CCIRT-1.25(i.25)15(0I OTY= 2 TOTAL= 2 REV. 7.33.0114.18 SCALE=0.7500 It1j. CC7I?R "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAWNG AND BRACING. REFER TO HI9-91(HANDLING INSTALLING JUIIUS Lee P.E. TC LL p REF J NG AND BRACING). PLOUGHED BY TPI(TRUSS PLATE INSTITUTE, 5V D'ONOFRIO DR., SUITE 200. MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 . u TC DL 7.Opsf �+= Q. DATE 04-18-2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.0psf o8 00 DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS HANDLING. SKIPPING, INSTALLING ND BRACING OF TRUSSDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN ES, DESNCE IGN N CO�NFORMSRICATING WITH APPLICABLE BC LL• 10.0psf* �pp}} Si E7001nA11srrial;i3rA Fort Pierce. FL- 34946 PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST MD PAPER ASSOCIATION) AND TPA. ALPINE CONNECTORS ARE MADE OF 200A ASTM M53 GR40 GALV. STEEL mO TOT.LD. 37:Opsf , z OlA LEN. 40401 :,Zr 4d6-338R (77DUR.FAC. THISPT AS NOTED. "PLY CONNECTORS TO EACH FACE OF TRUSS DESIGN. POSITION CONNECTORS PER DRAWINGS 160Z THE SEAL ON THIS DRAWING UNLESS OTHERWISE ON EiICr}I1111L': 125 JOB #: 80244 PNx: ?!i)i(1�-Q.iZ� ACCEPTANCE OF PROFESSIONAL SUITBIUTENGINEERING HISPOMPONENSOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THESUITABIUttAND USE OFTHISCOMPONENTFOR BUILDING SW4th Avenue HIP JACK aNYPARTICULAR ie ruv aaaonuciau Iry nv TUP wi ni niun naclnuca ova ausvrol ,_m c scennu 9 Delray DelraV Beach. FL 334442161 L33 SPACING 24.D" TYPE Db:(80244) ,Watlee ConstructAon Inc. , Vijagliano Addition / EJ7 Top chord 2x4 SP #2 T 1 Bol chord 2x4 SP #2 We1►s2x4 SP 93 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Be 64 0.15 5.67 Be 14 5.67 6.84 140 mph wind, 24.81 Itmean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 fl from roof edge, CAT II, EX DL %.2 psf, wintl BC 01-=3.0 pal. . r Wind reactions based on MWFRS pressures. Calculated vertical deflection is 0.01)" due to live load and 0.10" due to total load at X = 3-0-15. Deflection meets U360 live and 1-1240 total load. Shim all supports to solid bearing. �109� r• 518" 6'10"1 518" Rv=172ii2"11=133# NAILED 1 1 TOTAL=1 v6'51,11 W��7 RIGHT JIG =7 RFn = B, wind TO I IE USS CCII2I- J --WNRNIN�- INV� —,ry M,.,,., .--- AND BRACING. REFER TO HIMI(HANDLING INSTALLING AND BRACING, PUBLISHED BY TPI(TRUSS PLATE INSTITUTE, 503 DONOFRIO DR., SUITE200, MADISON. WI.53719) �OR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE Julius Lee P.E. License # 34869 TC LL YU.0 ST P U TC DL 7.0psf a ° REF I DATE 04-18-2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; MY HANDLING,, SHIPPING, INSTALLLD THE TRUSSES IN ING G AND BRACING OF TRUSSES. DESNCE IGN CONFORMSTPI; OR WITHAPPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPA. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING .__..______.._._..._._.._.._...............__..,.............,,.....""...�...,... 1455 SW 4th Avenue Delraveeach_FL33444-2161 Io BC DL 10.Opsf 'u II Be LL• 10.Opsf• �g mo TOT.LD. 37.Op,Sf ZO/A DRWG Si 2.00Industrial;i3rA Fort Viene. FL 34946 Phunc: (. r2) 466-33S8 rN1:?12)-i (t�-9.i2� LEN. 61601 DUR.FAC. 125 JOB #: 80244 SPACING 24.0" TYPE JACK IOD:lbUZ44),yyauee LAnstrucllon Inc. ,yIlagnano Aaamuni L.JO c Top chord 2x4 SP #2 Bot chord 2x4 SP #2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Be 68 0.15 5.07 Be 68 2.68 5.07 Be 68 2.68 2.68 Be 68 5.07 6.01 Rv=89# U=113# NAILED 12 V 6 6 2X3(I) n m o io i i a 3 4X4(U 1 12 irvbuvvU. rrcerAncu of InC /LLYINC aVo uCJ�mvCn rn n 140 mph wind, 24.60 R mean hill, ASCE 7-02, CLOSED bldg, not located within 4.50 It tram roo} edge, CAT II, EXP B, wind TC DL=4.2 pal, wind Be DL-3.0 psi. WmVreactlons based on MWFRS pressures, 1 Calculated vertical deflection Is 0.01" due to live load and 0.03" due to total load at X - 5-0-13. Deflection meets 11360 live and L/240 total load. Shim all supports to solid bearing. 2'5"8 5'8" 6'0"3 r 2,5"8 3,2„8 4"3 Rv-297# U=1 4# W=8" 6'0"3 Rv=129# U=839 NAILED 26'0"12 �24'3" �23 LEFT RAKE = V17 LEFT JIG =6'10"10 RIGHT JIG=7'1"13 DESC. = CJ5 SEQ = 7022 PLT.TYP: WAVE FBC/rP12002(STD)Cq(RT=1.25(1.25)/5(0) QTY=2 TOTAL=2 REV. 7.33.0114.18 SCALE=0.5000 IRUSSCOI? I' "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDING, SHIPPING'NSTALLING AND BRACING. REFER TOHIMI Julius Lee P.E. TC ILL 20.Opsf REF J (HANDLING INSTALUNGAND BRACING),PUBLISHED BYTPI(rRUSS PLATE INSTITUTE, 583 DONOFRIO DR., SUITE 2M. MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License 11134869 LL TC DL 7.Opsf a` �' DATE 04-18-2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.CONTRACTOR. CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION BC DL 10.Opsf '� DRWG ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIB DESIGN; MY FAILURE TO BUILD THE TRUSSES IN HANDLING. SHIPPING, INSTALLING AND BRACING OFDTRUSSES. DENCE SGNTCONFORMPL OR SWITHAPPLICABLE BC LL' 10.Opsf• u� SJ ZA00 InsJustrial . PROVISIONS OF NOS DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND `o LEN. 60003 Fort Mere P. FL- 34946 (NATIONAL PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM M53 GR40 DAM STEEL 0 TOT.LD. 37.Opsf ,zO/A MIDUC;(://2j 446-3388 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 hZ THE SEAL ON THIS DRAWING INDICATES DURYAC. 1.25 JOB#: 80244 PNx:�?/Z1411G-4S29 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIUTYAND USE OFTHIS COMPONENTFONANYPOMTICUt RBUILDING 1455 SW 4th AveRVe JACK IS E RESPONSIBILITYO E BUILDING DESIGNER PER NSIRP td99 SEC ION 2 Delray Beach, FL 33444-2161 SPACING 24.0" TYPE Top chord 2x4 SP #2 s' r Sot chord 2x4 SP #2 IN LIEU STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) STAR0.15 ENO(FT) BC 44 0.15 4.08 Shim all supports to solid bearing. LEFT RAKE = 1'1 "7 LEFT JIG = 4'811 DESC.= CJ4 PLT. TYP. WAVE I R USS COR 1'. J 2900 Intltrstrial ;i1rd Fort fierce. L'L- 34946 PIRNMIS (;.2)466-3388 Vxk: (".• i2) 466-U29 140 mph wind, 24.12It mean hgL ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind wind BC DL=3.0 psf. k Wind reactions based on MWFRS pressures. � Calculated vertical deflection Is 0.00" due to live load and 0.02" due to total load at X = 2-1-15. Deflection meets LJ350 live and U240 total load. Rv=96# U=121# NAILED �O 0 N - RESPONSIBLE FOR TOTAL=2 INK-1 �251 2 Julius Lee P.E. License # 34669 SW 4th Avenue .10%%. DL=4.2 psf, RIGHT JIG = 1'81 SEQ = 7017 SCALE=0.7500 TC LL ZU.UPST REF I TC DL 7.0psf a t DATE 04-18-2008 BC DL 10.Opsf DRWG BC LL• SOW • � � Si � TOT.LD. 37.0P'sf m z O/A LEN. 40615 DUR.FAC. 1.25 JOB#:80244 I SPACING 24.0" 1 TYPE JACK, Top chord W SP #2 Sot chord 2x4 SP #2 c J a IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 41 0.15 3.84 Shim all supports to solid bearing. Ie LEFT RAKE = 1'1'7 LEFT JIG = 4'57 DESC.= CJ3 PLT. TYP: WAVE 1'It USS COI?1'. J 2700 Industrial .0rd Fort Mery a. FL- 34946 P11Lroc.: (772) 466-3388 Tax: (772)466-U29 THISUWG. PREPARED BY THE ALPINE JUBUESIUNBRPRU(i rKVM I Nusamrrca LATUU I - 140 mph wind, 24.06 0 mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere In roof, 6AT III EXP B. wind TC DL=4.2 pit, wind BC DL=3.0 psi. C Wirt reactions based on MWFRS pressures. Calculated vertical deflection is 0.00" due to live load and 0.01" due to total load at X = 2-1-15. Deflection meets 1-/360 live and U240 total load. Rv=89# U=113# NAILED Rv-21 U=118# W=8" 3110" - Rv=42# L;;!s'#i NAILED 4 . TO -QTY=.4 TOTAL=4 RIGID 20GA ASTM M53 GR40 GALV. STEEL AND. UNLESS OTHERWISE LOCATED ON �24'11"11 90 23'9"8 �23 Lee P.E. e 11134869 SW 4th Avenue v Beach. FL 334 RIGHT JIG = 1 SEO = TC ILL 20.Opsf REF TC DL 7.Opsf G. e DATE 04-18-2008 BC DL 10.0psf DRWG BC LL' 10.0psf Si TOT.LD. 37.Opsf m z OIA LEN. 31000 OUR.FAC. 1.25 JOB #: 80244 SPACING 24.0" TYPE JACK Top chord 2x4 SP #2:T2, T4 3x4 SP #1: r Bot chord 2x6 SP 2400f-2.OE We%a2x4 SP #7 t; 140 mph wind, 24.81 it mean hgU ASCE 7-02. CLOSED bldg, not located within 4.50It from roof edge, CAT II, EXP B, wind TO DL=4.2 psf, wind BC DL=3.0 Pat. Wind reactions based on MWFRS pressures. Calculated horizontal deflection is 0.17" due to live load and 0.15" due to dead load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 51 0.15 4.26 BC 24 4.26 6.23 BC 51 6.23 11.31 BC 25 11.31 13.40 BC 51 13.40 17.62 Calculated vertical deflection is 0.29" due to live load and 0.54" due to total load at X = 9-6-2. 4'0"2 4'82 -R(JSS COI?P. J 2900 Industrial 19rd Fort Pierce. FL- 34946 Manic: (772) 466-3388 rNx: (772)466-11129 8'0"2 I 9'777"144 6712 4rt 8'0"2 t;'7"H 2'2"10 1'9"6 17'12 12 4.24 I7 H0610(I) F NOT BE SPECIAL LOADS -(LUMBER DUR.FAC=1.25I PLATE DUR.FAC. 1.25) T(; - From 56 PLF at -1.00 to 56 PLF at 4.01 TC - From 55 PLF at 4.01 to 55 PLF at 8.01 TO - From 55 PLF at 8.01 to 55 PLF at 9.66 TO - From 55 PLF at 9.66 to 55 PLF at 13.66 TO - From 56 PLF at 13.66 to 56 PLF at 18.67 BC - From 21 PLF at 0.00 to 21 PLF at 4.31 BC - From 20 PLF at 4.31 to 20 PLF at 6.23 BC - From 20 PLF at 6.23 to 20 PLF at 11.31 BC - From 20 PLF at 11.31 to 20 PLF at 13.36 BC - From 21 PLF at 13.36 to 21 PLF at 17.67 PLT- 172 LB Cone. Load at (8.83,26.73) PUB- 93 LB Cone. Load at (4.01,23.88), (13.86,23.88) PLB- 129 LB Cone. Load at (6.84,24.29), (10.82,24.29) PLB- 249 LB Cone. Load at (8.01,24.29), (9.66,24.29) PLB- 77 LB Cone. Load at (8.83,24.29) Deflection meets U360live and U240 total load 13'7"14 Julius Lee P.E. License # 34869 RIGID ON 1455 SW 4th Avenue " RIGHT RAKE = 117 RIGHT JIG = 477 ,RFD = 70R0 REV. 7.33.0114A8 TC LL 20.Opsf TC DL 7.0psf BC DL 10.0psf BC LL' 10.0psf' TOT.LD. 37.Opsf DUR.FAC. 1.25 SPACING 24.0" a Si O/A LEN. JOB #: 80244 TYPE CO I0 �23' Top chord 2X4 SP #2 Bot chord 20 SP #2 Webs 2XA SP #3 • s IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 64 0.15 5.67 SC 76 5.67 12.00 BC 64 12.00 17.52 n w e 2T4(A 4yT mis uw1s. rnerAneu aT me nLrmc 4uo ucmmrvcrt rnMurtwn rnvm � nwa mrn a uv w i 140 mph wind, 25.31 R mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 fl from met edge, CAT II, EXP B, wfnd TC DL-4.2 pat, wind BC DL-3.0 psf. Wild reactions based on MWFRS pressures. -0 Calculated vertical deflection is 0.10" due to live load and 0.18" due to total load at X = 5-8-0. Deflection meets U360 live and U240 total load, . 5.8.1 8'10" 12' 8110" 1Te" 3,2„ - 3,2� 5,8„ 4X4(I) 12 2X3(I) 2X3(1) 6 p SN N SX12(I) 5X12(I) 2X4(Al)(I) 1)(D 23' d 3 Rv=72711l VT$;y 12 5'e" -12' 17'8" RIGHT RAKE = 117 RIGHT JIG=10'0"7 SEQ = 7038 OTY=4 TOTAL=4 REV. 7.33.0114.18 SCALE=0.3750 IIi{JSS CC)Ii It J AND BRACING. REFER TO HIB-91(HANDLING INSTALLING AND BRACING),• PUBLISHED BY TPI(TRUSSV PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 2W, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE Julius Lee P.E. License # 34869 TC LL 20.Opsf LL TC DL 7.0psf W`DATE REF 04-18-2008 .u. PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OHM...G,SHIP ING.INSTALLNGTHE ANDBRACINGOFOTRU TRUSSES. DENCE SIGNCONFORMSMTH TPI; OR HAPPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 XZ THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THEOF THE DESIGNER PER - 995 SECTION 1455 SW 4th Avenue Delray Beach, FL 33444-2161 BC OL 10.Opsf �8 BCLL' 10.0psf• -30 () c r0 0 TOT.LD. 37.Opsf P z DRWG Si Z!J00 InUnstrial 33rA Fort Vierce. FL, 34946 Phunc:(7'r2)466-3388 PNa:?!2)41t6-4329 0/ALEN. 170800 DUR.FAC. 1.25 JOBM80244 SPACING 24.0" TYPE COMN JobKey: 80244 Comply: TJ Truss Corp. Address: 2801 Industrial Ave. #2 Fort Pierce, FL. 34946 Phone: 772-466-3388 Site Address: 511 Winters Creek Rd. Palm City ,FL- ----------------------------------------------------------------------------------- SUPPORT REPORT JOB DESCRIPTION: 80244 WIND CODE: ASCE 7-02 WIND MPH: 140 BLDG TYPE: CLOSED ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIN DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.- ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- A01 17.667 8.000 WALL 0.000 23.000 727 -504 A01 17.667 8.000 WALL •17.000 23.000 727 -504 ----------------------------------------------------------------------------------- A02G 17.667 8.000 WALL 0.000 23.000 2184 -1696 A02G 17.667 8.000 WALL 17.000 23.000 2184 -1696 ----------------------------------------------------------------------------------- CJ3 3.835 8.000 WALL 0.000 "23.000 217 -117 CJ3 3.835 1.500 NAILED 3.835 23.792 42 -4 CJ3 3.835 1.500 NAILED 3.835 24.973 69 -112 ----------------------------------------------------------------------------------- CJ4 4.076 8.000 WALL 0.000 23.000 226 -121 CJ4 4.076 1.500 NAILED 4.076 23.852 45 -5 CJ4 4.076 1.500 NAILED 4.076 25.094 96 -120 ----------------------------------------------------------------------------------- cJ5, 6.014 8.000 WALL 0.000 23.000 297 -153 CJS 6.014 1.500 NAILED 6.014 24.250 129 -82 CJS 6.014 1.500 NAILED 6.014 26.062 89 -113 ----------------------------------------------------------------------------------- EJ7 6.838 8.000 WALL 0.000 23.000 327 -168 EJ7 6.838 1.500 NAILED 6.638 24.250 77 -92 EJ7 6.838 1.500 NAILED 6.838 26.474 172 -132 ----------------------------------------------------------------------------------- HJ4 4.340 8.659 WALL% 0.000 23.000 240 -136 HJ4 4.340 1.500 NAILED 4.340 23.842 48 -5 HJ4 4.340 1.500 NAILED 4.340 25.048 101 -123 ----------------------------------------------------------------------------------- HJ8 7.401 8.659 WALL 0.000 23.000 469 -367 HJ8 7.401 1.500 NAILED 7.401 24.250 125 -144 HJ8 7.401 1.500 NAILED 7.401 26.462 290 -167 ----------------------------------------------------------------------------------- V4 4.000 48.000 WALL 0.000 26.764 301 -142 --------------------------------------------------------- V8 8.000 96.000 WALL 0.000 ------ 25.764 -------------------- '603 -359 ----------------------------------------------------------------------------------- V12 12.000 144.000 WALL 0.000 24.764 906 -568 ------------------------_----------------------------------------------------------- V16 ----------------------------------------------------------------------------------- 16.000 192.000 WALL 0.000 23.764- 1209 -769 T-J-Tr--uss-Eor . - - -- --- Travis J. White Tony Little Vice President AssistantManager Engineering Package Certification Form Contractor/Builder: Watlee Construction Inc. Job #: _ Project: Vitagliano_Addition / _ 80244 . Model: City/County of Jurisdictior MARTIN Occupancy Type: Engineer or Architect of Record Roof / Floor Truss Company TJ Truss Corp. Truss Company Address 2801 Industrial Ave. #2 Fort Pierce, FL. 34946 Truss Company Contact Info Phone 772-466-3388 Fax 772-466-9329 Engineering Software Supplier Alpine Engineered Products Engineering Software Version V.I.E.W. Version 7.33.0114.18 1 certify lhalthe engineering forthe trusses listed on the attached index sheet has been designed and checked forcompliance with the Florida Building Code 2004. The truss system has been designed to provide adequate resistance to wind loads and forces as required by the following provisions: DesignCriteria: ASCE7-02 140 mph TCLL TCDL BCLL BCDL TL Loading(PSF): 20 7 10' 10 37 1.25 Duration Factor *non -concurrent Mean RoofHeight: Auto Feel Engineer: Julius Lee 1455 SW 4th Avenue, Delray Beach, FL 33444-2161 Attached is an index sheet submitted in accordance with the Department of Professional Engineering, Tallahassee, FL. Engineering sheets are photocopies ofthe original design and approved by me. If structural Engineer of Record is not listed above then he did not exist as of the seal dale per section 61 G15-31.003(5a) ofthe Florida Adminsilrative Code. 111111111//!!!!� .�� •••�� E ••• '� As witness by my seal, I hereby certify that the above information is true and correct to the best of my knowledgeand belief. =*: 04/1 O$ 'b: Name Lee, P.E. i . ST OF ficat..n#..:34869ulius Certification#..:34869 �� ; ,• � TJ Truss Corp. Page. Engineering FwKage Index 5neet ' JobNumber. 80244- Builder. Wailes Construction Inc. T cal order, the Thisindexstheyappearwiterithisboundpk drawings as they appearwithin this bound pkg. Project: VitaglianoAddition Asper Florida Law (copy included), the seal on Model: - rrf the last page ofthis index is used in lieu of individual - Location: MARTIN SJ 1hS'69`kJ1v signing and sealing each sheet. ,Speeeleg the Wtaea -V&Ih PeWerkmmnre c j Pg# Page I.D. Dwg Date Oty Base Span _ Pitch Seq. _ .Notes. i`1 CoverSheet Non.App. �� 1 I '. _Cert. Non.App. Bkletlndetlndex Non. App. ShipperPkg Non. App i55 ShipperPkg Non. App 16 ShipperPkg_ _ - _ .Non. App.� _ _. I„ 7 8 ShipperP_kg _ Non. ApP Shipper Pkg Non. App. —_._._ 1 9 7ShipperPkg Non.App. 10 11 _ 12 113 14 ShipperPkg _ Non.App. Support List Non. App. A01 04/182008 �A02G_ _ _ _ 04/182008 _ 6J3 04/182008 4 _ _1 4 _ 17'08, 00 170000 _ 4 03'10"00 _ 6 / 12 6 112 6/12 615 CJ4 _..._® 04/182008 _.-04/182008 2 04'00"15 6 / 12 �.16 17 CJ_5 _ ET- - _ ___-.- 64/182008 2 1 O6'10"01 6112 18 HJ4 04/182003 2 04'04"01 5.54 / 12 T 119 20 1 HJ8 _ _ 0_41182008 _ _ V4 04/18/2008 _ 2 1 07'04"13 04'00 00 5.54 / 12 6112 21 V8 04/182008 1 08,00 00 6112 22 _ I V12 04_1182008 _1 12700 00 6112 04/182008 1 16'00"00 6/12 cE NO. B 6 VALLEY TRUSS DETAIL I TOP CHORD 2X4 SP '2 OR SPP U1142 OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY'IXd. V.—BRACE, 60% BO'C CHORD 2X3(•) OR 2X4 SP p2N OR SPF giJJ;2 OR BETTER. LENGTH OF WED, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED -QA-HDTTER — WIT[L an�OX_(D I In" X 0 5") NAILS AT 6" OC4 OR CONTINUOUS LATERAL BRACING _ WEBS 2X4 5EQUALLY SPACED. FOR VERTICAL VALLEY WEDS GREATER THAN 7'9". • 2X3 MAY. BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). " MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: 12" STRAP (4) 1.Od x 1.5" NABS FOR MWFS, ASCE 7-02 TOP CHORD OF TRUSS BENEATH VALLEY SEC MUST BE BRACED WITH ONE OF THE, 140 MPA WIND SPEED, 30' MEAN ROOF HEIGHT EXP. B FOLLOWING OPTIONS BELOW C APPLIED PRIOR TO VELLY TRUSS Cur LARGER OAS REM') 1 1�4--0-0-MAX 1-2 12 MAX.I-- wzX�\� . W ��/_ -'-_-- 1W2Xd ---6-0-0 MAX----�j 12 v4X PITCHED BOTTOM CUT CHORD l2 MAX-t \ i VAI:LBI' W1X3 6-0-0 W1X3 .` ' (MAX SPACING) II W2X4 i W1X3._.-_-l1'1X3 ----—1G-0-0 MAX W1X3 _ - 1L 12 efJvt.f - 1 - PROPERLY ATTACHED, RATED SHEA i •A• NOTE Tl LAT T14E PURLN SPACING FOR BRACING THR TOP CHORD OF THE TRUSS BENEATH THE VALLEY IS MEASURED ALONG THE SLOPE OF THE ITOP CHORD. - LARGER SPANS MAY OR BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM ,CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. rVALLEY 142X4 R'4X4 " SPACING 24O/C / I / SQUARE CUT BOTTOM CHORD - I VALLEY - OPTIONAL STUB OPTIONAL HIP // END DETAIL 301NT DETAIL ` X3 _W'5X4/SPL�I. (M�.-0--1J- ) IWl7C3 N\ *s� 24" 10d'x 1" STRAP COMMON RUSSET PARTIAL I W1X3 cPACING \\ w2X4 �.(4) 40d z 1.5" NA(1. _ �� ,? EACH E IAL FRAMING n--n--Y-'-o— A'C 2 ' OC ------- 20-0-0 ;MAX (`+)--- SUPPORTING '--. FLAN �,QU+ '•• THIS DRAWING REPLACES DRAWING. A105 'I'RIJSSF'.S AT 24" UC MAXIMUM SPACING. y'.''_ wm6x. w'.SSes lEWNh: txIRL.It erne ro nsRlurn+u. ",,m m, srllrlxc, rrsrxu"G Alm J {. C L1. 20 2U PSF RE' VALLEY DEI'r1IL INnLINL RCFCN iD CSI I-CJ PJ,Il.,, CCIPD.Cn] SnrCrT IH'Gixn](px>• PNILI.Mp YY GI I411)S — P:arr IASl:NIL. 8] 05nC100 W, SI1IIL 3LM1 KtV1S01i VL YPIS) nxB V:C`IVIT.10 IR.MS CMCIL I• 'S. 'NG E S AS TC DL11.251251.15 SF DATC OCT./iB/P005 UI A!ERICA E'J00 CNitFP41Sf. L1., Xnp11Ny 41 5J]19) !CV Snr C1Y 1NPCIIG.S 41CR p FERPCPItIIti ; _ INca Euxumxx. w..ess :TNsev¢c wic.Tcp, v, c a S-ALL xAVr PxnrrnT An4Lx[A as -z1e1 _ UL.SN D12+NG S@UCI•JPAL Pa+CLt 4np Pnnan cNJRe se4u u:vc n PRmwv nrtkNrn R;:ao rtiuNo �u ;' ..!W.MIAN:-. rrRxRx f,Lnv (I: IIIS BCSIWE TO !nsrKL-71P tWiR`C-3; ALPIK N41M.C[Cu "RI . I. Y_ _— ALPINE —� Sw.LL Lr HE ReSPp SIBLe CR N. BCVIAI'AR r Iry r:l1S GC5i0ml AM rNI LTC 10 MLII Tf IR S OF _ LLSF —ENG MLII,/RAR !I+ S), 00O24OE S VI f('il DR r LC PRCVI IIM'Oi.l lJI SI(PPINa. INSXSlO,'u B U':ICllfn, I1 CR:I111 M �•— CCSIGII COIFORnS V{I11 nPPLIL4ILC NROVISI'D+S Cr Na3 txnflOx�L ZSlax SP[e. B* rLPA) MISSES, fPl. 'JjJ . ATE 1UA : \ 0'f. LDSf h GIFT CDM2LICN PLAICS AFL NAOC Cr 2Si16/IEan tt,+./S/[) CSTn 1,641 LG AIF' olw IV.e/N,51 .. C+L¢ SIECL APPLT RATCS Tp CM r-CC', SKC, axn. WiESi GpLc¢VI1£ L I I1 M Ik11 / •�. .I+DSIf10T L`CR ORnVIM1L$ :6W-S. GM In3PECf!MPLAICS raLLIA'fn 9T (I1 11✓.LL FC V[R EnALPINE ENOINEEREO PRODUCTS, INC. // ••n•NN rxxEF. A3 or TPI 1-1Ll SEL, R. n SEA. M nus oF4mR6 Inmcn¢s Aurnr4xcC a• ,acrEsvcxPL // �\ DUJLF POMPANO BEACH, FLORIDA OWIxCCWN4 RESPL1NSIa1LIlY mum, r0! f6 fRI15S ,PpME.T BCSIGI SNCVa rK %UIfASR.II1 a+0 -'� ' LSC'IF'MIS' MIPDMNT FOR .1-GLJ11,01x5 IS.TPERCSPD5181LI11 CP 7l4 WILCIM ACSIC"OL "I' _ „s{�ltr I ( �`.�... SPACING 24" .•..,nm I cEE. z. _ _ l `) E .I .D to `v` J 1�i "' O 1�.1�1 E . b SET (T -- --' t�2 HIP OR COMMON Tt2lJS.. TYP TQ1�1Z'l_ I1QRX_4_S9 Y_lYli_.r'-2 N. SIiETABLE BELOW FOR HIPJACK GRADE III HIP TRUSS Bar CHOPI) 2X4 SO. PINE #2 N IVEM-i 2X4 SO. PINE ,13 _I?IPJACK TOP CIIOI?L?U LUMBER GRADE _.. i ')SAX NORMAL MAX HIPJACK SOFFIT N'F.ICIN, r� #j�ljll r OVERFIANG ! OVERIIANG ---"- LENGTH"* LENGTH{*•2 PSF LO PSF 3•9))0° 05-11 2-00—oo 09 -is ,Ii y2 DGrv�F 1 J`3 l� J7 J7 j f 1 j �i. PROVIDE LiPLIPr cGxNEc'r1oNs AT BEna1Nc5 AS INIncnTED' l IL1P'I' 350P 20017 BRG L.00: +._ UPLIFT BASED ON !0.0 PSF TOTAL. DEAD LOAD. WIND ' SPEED=I30 MPH. MEAN HG'T-1.7.5 (30.0) F"I'. ENCLOSED, (ASCII 7-02) �..._.—,T4._._,... _..-I,. *#s 1 3 Z) 7 ?' PROVIDI� UPLIFT CONNECTIONS .AT HEARINGS AS INDICATED. UPLIFT:. 500(1 430g BRG LOC: UPLIFT BASED ON I0.0 PSV TOTAL DEAD LOAD. WIND - SPEED-146 MPI1. MEAN hIGT=22.6 FT. ENCLOSED. (ASCE 7-02). :3 r i DDu , 1. I R I •, n••a sn' END AND COl N1 R .LACKS r+.xc:� "'rla-s. s,�n. InrN.•Is ms rG= %ALPINE « c er fe ne I rYn L u ce s II niP'rvlLpr�]�t' � ` ✓yV }ICLD't'�E /J•nL�LK IC\ ID CA" ft INC ENGINEEM1E. PRODIICL9.INC. S,IPc ••.:SiIIIA ✓-a E[nv: vLS Ipw G. MILK n.Y IV' :n! 1A;a VDIAPANO BFACH.fW(iIDA " oGIL_Y fnl. L'1"' Cis-O:h: ...... 'I IISE �o� �1 rtl4PIIKx! Gr Y Fv Ili ri-I OPTIONAL VERTICAL WEB. USE 1V1_5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL. WEB. • (3) 16d 'TOENAILS alt 4' 12d toe nail �.. 24'• :STRAP (6).10d x 1.5"1 NAIL EACH END #� alt 1611 strap w/6-10dxl.511 nail each end — , B N'2\i P.Ir is i - / TO : .4 i c��, {�r OR -1 R'sOR 1 7HWU I- tt{ 10 I U\11t I -0III' \r a. 1 pNnggpry/ L• 1 Ll s TAUsE. Of JULIUS O19tlYYa9 h]WUstm' DN <n.]WNSIFF o-LFF FNfdNEEWIG WC .Y[LNb9. LEE n m9l Jrow UUs REVIEWED ByJWUS LEEat 8.40jm Nnv11 ]001 711 WIAWING 1 L' LACkN � n121\ V( IIC 1l1502i + TC H, 21 MAX I v1 lii.l ! 1 (6 CS A. TC 1)I, 15 MAX PSF DAllt 0( r./m/1005 BC UL 10 MAX I Sl IINWG r BC LI. )0 MAX ISI LIdG_ —_- �� I'01. J.D.55 MAX I'SY - DUR. PAC 1.25 sanciNc ser nt3ove TOP CHORD 2X4 M2 OR BETTER PIGGYBACK DETAIL SOT CHORD 2X4 g2 OR BETTER WEBS 2X4 113 OR BETTER SPACE PIGGYBACK VERTICALS A'f 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STACCERE➢•SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER.. PIGGYBACK BOTTOM CHORD MAY 13E OMITTED. ATTACH VERTICAL WESS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PL'RIINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED. PURLiNS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS, REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLINSPACING. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND. 30' MEAN HOT, ASCE 7-02. CLOSED BLDG, 130 MPH {VIND, 30' MEAN RGT. ASCE 7-02. CLOSED LOCATED ANYWHERE IN ROOK, I Mi FROM COAST BLDG, LOCATED ANYWHERE IN ROOF, CAT 11. EXP. C, CAT I. EXP C, WIND TC DL=5 PSF. WIND DC DL=5 PSF WIND TC DL+-5 PSF, WIND BC DI.-5 PSF 110 MPH WIND. 30' MEAN TICT, SBC 146 MPH WIND, 30' MEAN HOT. ASCE 7-02. CLOSED ENCLOSED BLDG, IACATED ANYWHERE IN ROOF' BLOC, LOCATED ANYWHERE IN ROOF, CAT 11. EXP. C. WIND TC DL=5 PSF, WIND BC DL=5 PSF WIND TC DL-5 PSF. WIND DC DL=5 PSF FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X)2 jI2 OR BETTER 1 A 20' FLAT TOP CHORD }fAX SPAN j �\ 13 EITILER PLATE OPTIONAL / / C LOCATION IS SPIJC B V� B ` ACCEPTABLE D D-S B _ Dz' G D E omm MpICAi[➢�I1M MSE�L'C1 G^N5. VM F65 01 L[VIS[ STAIXTulnL 'NRS INS AVID,, ol0xn SMk_L • f. A •' — •NIP.°DrIANT-- OOAjW, FIY`r IT, NIS BESlo: In INS pull. Mf !C AES,fl.sl LC Im AN[ liV]ASlm'ADA ALPINE 1. C.Nrw" CE VIT, IPI: LR CAI411;O1111G, IwIpL11.4. I,]IGY DEAVORMS Viltl 1PLICA&C ^n(IVISIONS U ,11 M-PINC CO TcvOR "LA1CS ANC NADE Or 30/IB/ILW CALV. STEEL AVALY PLATES TO Cnd'ACE W "MSS UES16N, PBSIIIIh PTA ONAVINGI IWA-E- ANY INSPECII ALPINE FNOMEERTD PRODULSS. INC-nTM:N p p' III 1-E002 SC0. 1 A SFAi ON IWS 4R• POMPANO BEACH. TLORIDA _ .. .. ..... .. EtlE1NCERIN5 RCSPONSUHU11 SLD.Y " INF IAUSS E NR[-OF.iXIS-0OM3NNFNL'pR.Au[ ITU1LDIAll 13 TIIC RCS SPANS UP TO JOINT TYP -a 30' 34' 38'I 52' A 2X4 2.5X4 2.5X4 3X5 B 4XG I 5X6 5X61 I 5XG C 1.5X3 I.SX4. 1.5Xh 1.5X4 D 5X4 5X5 5X5 5X6 4XG OR 30 TRULOX AT 4' OC, E ROTATED VERTICALLY ATTACH TRUI.OX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL PER FACE PER PLY. (4) NAILS IN EACH MFMRER TO HE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART -- _ WEB LENGTH .. 14EQUIRED BRACING 5 TO 79" NO GRACING" Ix4 BRACE." . SAME GRADE, SPECIES AS WEB 7'9• TO 10' MEMBER, OR BETTER, ANDI 80% LENGTH OF 1VEB NUMBER. ATTACH WITH HA NAILS ,AT 4" OC. 2X4 T" IRACR. SAME DUDE, SPECIES AS WEB 10' TO 14' MEMBER, OR.BETTER, AND' 80% LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS AT 4' OC. x PIGGYBACK SPECIAL --,..----- ----- - ° • 2,.t 40WA C REPLACES DRAWINGS 634,016 6S4,017 k 847.045 �SY MAX LOADING RED' PIGGYBACK - DATE OCT./10/2005 PiQ.' 55 PSF AT = 1.25 DUR. FAC. Ire DRiVG 50 PSF AT -GNG 1.25 DUR. FAC. ���ff``'` `````�� 'µt`' 42 PSF AT 1.25 DUR. PAC. 11 Art w;tmgeY4 AD' I STA1'E OF' FLORIDA t • • • J a M ASCE 7-02: 130 j 140- MPH WIND SPEED. 30' MEAN HEIGHT, ENCLOSED, i = 1.00 T N'i4SPAL1-- 2X4 BRACE CABLE VERTICAL I SPECIES I GRADE NO BRACES - (1)IX4 "L' BRACE (1) 2X4 "L' BRACE (2) 2X4 "L' BRACE •• (t) 2X8 'L" BRACE • (2) 2X0 'C BRACE •• GROUP A CROUP B GROUP A GROUP B GROUP A GROUP D GROUP A GROUP B GROUP A GROUP B r 1 / NG. 3 2 5F 6"- 5' 00" 6' 66 --8 9 T ]0" B' 0• 10' 3' 10' T L2' 3' 12' 7' I U SPI' 'J jt , (3 3 I" 4' S' 4' 5" 5' 10" 5, 10" 7' 10' 7' 10" 9' 1' 9' 1• 12 'J�" 12 3" i' _ STUD 3 1" i 5" 4' S' S' l0" fi' !0" T 10" T lU" fl' 1" 0' L" 3" 12' 3" O -I I IT STANDARD- 2' 1L" 3' 0" 3' 9" S' 0' S' 0` 0" 09' 6' 9• Y l0" T 10= _l2' 10' 7- 10. 7" S' G' S' l1_' 6' 6'T Y 10" tl' S" ]0_3" If 1_ '12` 3" 13' 2" - I ,S'I-% N2 3• 5 5' G" 5_II" -`8 0° 7' 0" 7' 10" _ 0' 5" 10' 3" 11' I" I 72' 3.• 13. 2" (3 3' 3" 4_0' 4' 6" 6' 0' i G_ 0' 7 10- 6' 1' 0' 4"F94 12' 3" 12 tl" USTANDARD 7 DFL _ STUD 3' 3"_ 3' 0' 4' 6" 3. 10` 4' 6-.- 3' 10' •• 5' 11 _ T 10" 11'_ _0 0'__ G :1 .0' 3'• B 0 _12' 3" 12' 0" 7�1,,f C1-�11'i5 (L 3 0" G 4 0_ 6' 5 T 6` 7 2 7_8" 7 2' 6' 11_ a 11• 0_2 d 11 ll9' tl 2'..II1' 14 0 IM1' 0"[-+ STUD 3' 7• 5• 5" 5• 5• 7• L• 7' 2 tl it B• 11 11 1 14 9 �4_9-Cif O STANDARD _ 3' 7 4• 0• '� .�___ 6. 4•• M �_. _.... 6. 10•• 8•. ._ 7' 6• �_ z-_.. B' 1•• ..-6'_ 3~___ 0 11" 0'.9_ 9' 7" B' 0°" tl' 9"• _12..I I4• DJ 1z!L,C1 2 3' L1" tl'__4' 'T 0' 10' 5' 7" T 0' 0' l 0' Il" 9' T: 11'9' 14' 0"140O p3 3'" T d" T 4" 6. 11" 9' 5' 11' 5""4' 014'0"-._. DFL STUD 3' 9" 5 6' 5' 6" 7' 3" T' 3" 6' ll" 9' S" Il' 4"" 14' 0"14' 0' STANDARD 3' e" 4 9" 4' 9• _B' 3 0 3' tl' 5' 8' S" 9.9•" 13' 3" 13' 3" p �V 1L, ,P 1'1 ' �3 q 3 O" 8 IA" Q' 'i" 8' 3" --6 8' 3" 9 la 90 10` 12 I1' 73 12' ll" 14' 0" l4' 0' d' lLl'il° 7l(" 0" O IMF STANDARD 3' 11" 5' 4' 6' 4" - ' I" T 9' 8" 9' 0" it' 14' OA 14' fi' 11" 7' 6-- B'. 3" B' LL" 0' 10" 10' 7 1211 13' II' 14. 0" 14' 0" _ SP 2 4' 4" 8' I1" T 0" 8 3" tl ll' 0' 10. 10' 7•' 12 ]I' 13: 11" 14' 0" '14' 0" •t 93 4 2" fi 5` 6''S" 6' 3" (1 6" 8' 10. 10' 4" 12 "11 13. 3" 14' 0_ l4' 0" G -I DFL _ STUD 4' 7." _ G' 4" B 4" '9_3', 8_fi" 9' 10" 10' 4" 12 I7' 13' 1" 14' 0' I� -rQ SE.YNDAItU 4 0" 5' 0" 5' 0"'. T 3" 7 3" 9' B" A' 0' li' 4' IV 4" 14' 0" DIACONAI. GRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED NOEN DIACONAL BRACE 15 USFD CONNECT DIACONAL. BRACE TOR MON A'I EACH END. MAX NEB TOTAL LENGTII IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. CONNECT DIAGONAL XJ IdIDFBLVT OF VERTICAL NEB. Tani �A R ' ALPINE —� :11 x ALPINE ENGINEERED PRODUCTS. INC. POAIPINO BEACM, FLOHIDA n c.L DCV NV TIG PM M nuvvpn . TRUSS T-- ;f 1-�- 2X4'/24, OR BETTER 'I- 16" I. t 1 V J_ ,1 \ BRAKE EX4 SP OR DP -I. f2 OR TER DIACONAL r IT- i ACE: SINGLE L I 444 OR DOODLE l i (AS SIIEN'D UPPES END 'I/rT- I / OYTIATi005 Rf. REFER TOP CHART' ABOVE FOR OF 'POSURE.0 ➢RACING GROUP SPECIES AND GBA➢ES: GROUP A: SPRUCC-PING-FIR IIEK-mR I L 2 STANOAPU 2 Ship i Ld�. ED.r I_19—_ylANo>Itu p011CLAN OR -ARCH PUTHERN _TU STANDARD I I=ST}NOARII-- PINE G ,OUP U:____—+. LIEN -FIR 1L1 AHTR —1 SOUTHERN PING 1 ODUC4. 5� fl I� GABLE TRUSTS DETAIL NOTES: LIVE LOAD DE>'Irc ION CRITERIA IS U240. PROVIDE UPLIFT CONNECTIONS FOR I60 FIX OVER CONTINUOUS BEARING III PSF TC DEAD LOAD). CARTE END SUPPORTS LOAD FROM 4- 0" OUTLOOKERS WITH 2' 0' OVERHANG. OR 12' PLYWOOD OVERHANG, ATTACH EACH 'L' BRACE NRH 104 NAILS. A FOR (1) "C BRACE SPACE NAILS AT Z' O.C. IN IS' END P.ONESI AND 4" O.C. DETMEEN ZONES. •� FOR (2) -L- BRACES: SPACE NAILS AT 3" O.C. IN 18' END GONESj AND 0" O.C. BETWEEN ZONES. BRACING MUST DEIA MINIMUM OF 1305 01- WEB MEMBER LENGTH. GADI.G VER'11CAL PLATE SIKS YERTICAI. LF:NGiL LESS THAN 4' Ill _ IX4 UN 2X3 'GREATER THAN 4' 0'. EUf=X� LESS THAN T1'. u ORCATER 11IAN IY a- I 4.5X,- ♦ REI'ER TO COMMON TRUSS DESIGN FOR PEAK. SP CE. AND HEEL PLAMN. MAX LOAUING IIEF ASCE7-911-GAB19000 55 PSF AT DAT 1.25 DUR. FAC' DRY 50 PSF AT -Li 1.25 DUR. rAC. 42 PSF AT 1.25 DUR. FAC. . SPACING 2-1.0"-�'"" TYPICAL ATTIC TRUSS BRACING GABLE END TRUSS DETAIL SYMR,p AROUTI'G (2).12d SEE GAHLF. I?ETAIL ' + + 12d BACK 3 TRU53E)S IT NTINUDV9 BEARIN • T 2x6 (3).10d MINIMUM SC BRACING ON GABLE TRUES. OTHER PERMANENT BRACING DESIGNS BY ARCHITECT OR BUILDING BESICNE I TYPICAL ALTERNATE BRACING DETAIL TYPICAL WALL GIRDER VERTICAL WEB FOR EXTERIOR FLAT GIRDER TRUSS BRACING DETAIL 12 4 12d PITCHY - ' _ r—A-A - - MIN 3x4 TYP. 4"O/C TRUSS 24' o.c. 6x6 4 12d ONE WEB MIN ON WALL x 6x 0 - TCH AR I W x UPLIFT CONNECTION 2x6 #2 SP FRONT OF PROFILE SEE ROOF TRUS P4• o.c. GIRDER R FL _ SIMPSON HS .L—p—A GIRDER SEE ROOF TRUSSE .� TYP STRONGBACK DETAIL FLOOR TRUSS FOR UPLIFT _ ROOF 24" O/C ADD 2x6 42 SP ONE FACE (3) 10D EACH CORD SEE GABI, BEN FOR TVLR ICALH D�F ?}.� 1S•<�4j''4 JU' .... PLYWOOD 6d 4"0/C •'CO o i. A93444-�IEIA - 1Bewn`r°u 2x4 LEDGER 12d 4"O/C S' si DF 2x6 #2 SP 2x6 #2 SP GIRDER ' ��••,'�� c3) lOD 19'-D' D; MAX -TO- BEARIN p �a) jDD .... R19P.: TRUSSES 24" 0/G A...A....._ .. ....,�i�4 +' .I a AA I f Building and Zoning Department 2309 Virginia Avenue Fort Pierce, FL 34992 772-462-1553 St Lucie County Design Certification for Wind Load Compliance This Certification is to be completed by the project design architect or engineer. This Certificatu must be submittedwithall applications for building permits involving the construction of new residence (single or multi- family). residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance. please contact the Building Inspection Office at 462-1553 or 462-2172. Project Name a t Office Use Onl Street Address 1 PermitNumber 4AISIL, Occupancy Type Construction T e Certification Statement: I certify that, to the best of my knowledge and belief, th s t s have been designed to comply with the applicable structural portion o . B ed and enforced by St. Lucie County. I also certify that structural e 1 uate resistance to the wind loads and forces specified by current c sio Desi n Parameters and unnotions leas ete a appropriate box.) I. Florida B Hill n Code 2004 4Editipit � . 7-99 2. Buiiding Deessig is (c eck one ) E7nell Partially Enclosed. t}pen Building i t, 3. Building Height: �J ` 4. Wind Speed Used in BuildingDaign: L_3 second gust 5. Wind Exposure Classification (refer to m6sure tables in Building Codii*e-0PSF identified 19Une R). eo 6. Average Wind Velocity Pressure on Exterior Faces of StructuF p 7. Peak Wind Velocity Pressure on Exterior Faces of Structure 8. Importance/Use Factor (obtain from Building Code): !So �9. Loads: Floor �� PSF RooVdead l _PSF Ro 10.-Were Shear Walls Considered for Structure (check one): Yes No fd cb explanation) 1✓ 1. b a Continuous Load Path Provided (check one): Yes No ; lanation) 12. Are Component and Cladding Detail Provided (check one): Y o No. attach explanation) 13. Minimum Soil Bearing Pressure: !h;a - As witnessed by my seal, I hereby certify i included with th' rtification is true and correct, to the beat of my knowledge and be Name: M11"O'u, Certification#: A94 17742, [Seal Here] Design Firm: VI u,A E bRoA Itra s AIA-%- Date: $ - 11 ' 0 b SLCCOV Form # 020-00 rev. 1015105 ding i, -N - -- Y- "- F r®duet Review Affidavit StLucieCounty,PablicWwlmDeparmaent SCAfUfV r — Code Compliance Division �Y The following products will be installed in die structure located at 91 Nff`a "md-°a11Cft FWd33CW �3ulldiag Permit # sico»ao Owners Name v v Owner's Address 13601 cam _ rz, cam a4r. a 34 a+sso Contractor RM N. wagey, wanes omwiaton Contractor's Address area sE um�er re�rass sn� r s�ssr ruinlxmin Method of.A.ttachment 1st Doors 1st . B I have reviewed the above eomponeats and cWdinp,, end haveapp ved their use 'a the structure to provide :degaebe resistance to the wind loads and foiem spTIM, l oo¢�pTOv�isions. Name: _ M ITt iA6w 1"11U).1ia. si whit�� DesiSuiF>rmV�t 1a ,ACert,w. a_Deter • 17+ FORM 6AA-2004R FLORIDA ENERGY EFFICIENC EnergyGauge® 4.5 OWBUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: VITAGLIANO RESIDENCE Address: LOT G, RIVER POINTE VILLAGE City, State: Owner.- - - - Climate Zone: Central 1. New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 2 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 5265 R' 7. Glass typel and area: (Label read. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Defaultp092.8 fl' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Tint) 904.0 fl' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 317.0(p) It b. N/A _ c. N/A _ 9. Wall types a. Concrete, Ext Insul, Exterior R=5.0, 4148.2 ft' _ b. Frame, Wood, Exterior R=19.0, 362.0 fl' _ c. N/A d. N/A e. N/A 10. Ceiling types (IRCC)(white roof) a. Single Assembly R=20.0, 3156.0 R' b. N/A c. N/A 11. Dacts(IRCC)(white root) a. Sup: Unc. Ret: Unc. AH: Attic Sup. R=6.0, 206.0 W b. 3 Others 301.0 ft _ Builder: Permitting Office: Permit - Number: -Jurisdiction Number: 12. Cooling systems a. Central Unit b. Central Unit c. 3 Others (See details) Additional 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump • • �Y YY. h >r i5 -u F q 1 HL h,Y:. rtB vAY , er ` gfan, CV -Cross ventilation„. -Whole house fan, . PT -Programmable Thermostat, MZ-C-Multigone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.21 Total as -built points: 48�341t� A c Total base Doints1,13AA� �j�7 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Ener o e. -OWNER/AGENT: DATE: 3 • oR 1 Prndnminml ..hee 6mn Cn. aH••,1 nln« Ame ..M ., .. c.•......e. Reviei� of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: & Winter Glass output on pages Cap: 60.0 kBtu/hr _ SEER:13.00 _ Cap: 42.0 kBtu/hr _ SEER: 13.00 _ Cap: 54.0 kBtu/hr Cap: 60.0 kBtu/hr HSPF: 7.70 _ Cap: 42.0 kBw/hr HSPF: 7.70 Cap: 54.0 kBtu/hr _ Cap: 120.0 gallons EF: 0.92 _ .MZ-C, CF, MZ-H K EnergyGauge® (Version: FLRCSB v4.5) 2' FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCU-LAIIGNS -- Residential Whole Building Performance Method A - Details ADDRESS: LOT G, RIVER POINTE VILLAGE, , , PERMIT #: BASE _ AS -BUILT - GLASS TYPES .18 X Conditioned X BSPM = Points 12.Single, Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 5265.0 24.35 23076.0 1.Single, Tint E 2.0 8.0 12.0 53.27 0.92 585.0 Tint E 2.0 8.0 8.0 53.27 0.92 390.0 3.Single, Tint E 2.0 10.0 22.8 53.27 0.95 1154.0 4.Single, Tint S 2.0 10.0 83.2 39.84 0.92 3036.0 5.Single, Tint S 2.0 10.0 12.0 39.84 0.92 438.0 6.Single, Tint W 2.0 8.0 16.0 47.90 0.92 701.0 7.Single, Tint W 2.0 6.0 24.0 47.90 0.85 981.0 S.Single, Tint W 2.0 8.0 24.0 47.90 0.92 1052.0 9.Single, Tint N 16.0 10.0 64.0 24.46 0.66 1035.0 10.Single, Tint N 16.0 8.0 24.0 24.46 0.64 375.0 11.Single, Tint N 16.0 8.0 4.0 24.46 0.64 375.0 12.Single, Tint N 2. 0.0 24.46 0.96 5647.0 13.Single, Tint .0 24.46 0.94 735.0 14.Sin le, 0 24.46 0.94 183.0 15. 6. 53.27 0.85 273.0 16. gl 6. - 53.27 0.85 1092.0 17. 1 8 39.84 0.92 2920.0 18.sl 1 2. 32.0 39.84 0.92 1168.0 19.Si e, 2.0 8.0 8.0 39.84 0.87 276.0 20.Sin W 2.0 8.0 12.0 47.90 0.92 526.0 21.Sing e, Tint N 2.0 8.0 30.0 24.46 0.94 689.0 22.Single, Tint N 6.0 10.0 32.0 24.46 0.81 630.0 23.Single, Tint N 6.0 10.0 48.0 24.46 0.81 945.0 24.Single, Tint' N 2.0 8.0 30.0 24. 0.94 689.0 25.Single, Tint N 2.0 8.0 0.94 183.0 26.Single, Clear E 2.0 8.0 63. 0.92 4221.0 27.Single, Clear S 2.0 3 48.22 0.87 1507.0 28.Single, Clear N .0 30.19 0.68 1939.0 29.Single, Clear 1 44.8 63.97 0.68 1939.0 30.Single, Clear 2. 0 0.0 57.68 0.39 0.0 As -Built To 1092.8 34766.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Ext Insul, Exterior 5.0 4148.2 0.30 1244.5 Exterior 4510.2 1.90 8569.4 2. Frame, Wood, Exterior 19.0 362.0 1.00 362.0 Base Total: 4510.2 8569.4 As -Built Total: 4510.2 1606.5 EnergyGauge® DCA Form 600A-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 9 FORM 60OA-2004R EnergyGauge® 4.5 ` SUMMER CAL_CULAT10NS ----- Residential Whole Building Performance Method A - Details ADDRESS: LOT G, RIVER POINTE VILLAGE, , , PERMIT #: _ BASE ---- -AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 24.0 7.20 172.8 Exterior 24.0 4.80 115.2 Base Total: 24.0 115.2 As -Built Total: 24.0 172.8 CEILING TYPES Area X BSPM = Points Type (While Roof) (IRCC) R-Value Area X SPM X SCM = Points Under Attic 3156.0 2.13 6722.3 1. Single Assembly 20.0 3156.0 6.75 X 0.55 11709.2 Base Total: 3166.0 6722.3 As -Built Total: 3156.0 11709.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 317.0(p) -31.8-10080.6 1. Slab -On -Grade Edge Insulation 0.0 317.0(p -31.90 -10112.3 Raised 0.0 0.00 0.0 Base Total: 40080.6 As -Built Total: 7.0 -10112.3 Area X BSPM = Points 'kUllINFILTRATION rea X SPM = Points 5265.0 14.31 75342.1 S 65.0 14.31 75342.1 Summer Base Points103744.4 S s- t . 113484.3 Total Summer X System = Cooling I a : X 'Duct X System, X Credit = Cooling Points Multiplier Points Cm a Ratio Multiplier Multiplier. .Multiplier Points (System' Points) (DM x DSM x AHU) (sys 1: Central Unft 60000btuh,SEER/EFF(13.0) DuctsAtt(S) 113484 . ' 0.38 (1.05 x 1.150 x 1.10) S) 0.90 13565.0 (sys 2: Central Unft 18000btuh,SEERIEFF(13.0) - ( Att(R), ( ,R6.0(INS) 113484 0.12 (1.0 1.150 0.90) 0.902 3329.6 (sys 3: Central Unit 42000btu EEX.0) . - S),Att(R),Int(AH),R6.0(INS) 113484 1.50 x 0.90) 0.260 0.902 7769.1 (sys 4: Central Unil .0) DuclsAtt(S)Att(R),Int(AH),R6.0(INS) 113484 .12 (.05 x 1.15D x 0.90) 0.260 0.902 3329.6 (sys 5: Space Constrained AC 180110btuh ,SEER/EFF(16.0) Ducts: None 113484 0.12 (1.00 x 1.150 x 1.00) 0.213 0.902 2729.3 103744.4 0.3250 33716.9 113484.3 1.00 1.181 0.255 0.902 30807.5 EnergyGauge- DCA Form 60DA-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 Y FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS r" Residential Whole Building Performance Method A - Details ADDRESS: LOT G, RIVER POINTE VILLAGE, , , PERMIT #: _BASE- - AS -BUILT - GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 5265.0 9.11 8634.0 1.Single, Tint E 2.0 8.0 12.0 13.04 1.02 169.0 2.Single, Tint E 2.0 8.0 8.0 13.04 1.02 106.0 3.Single, Tint E 2.0 10.0 22.8 13.04 1.01 300.0 4.Single, Tint S 2.0 10.0 83.2 10.88 1.02 925.0 6.Single, Tint S 2.0 10.0 12.0 10.88 1.02 133.0 6.Single, Tint W 2.0 8.0 16.0 13.80 1.01 223.0 7.Single, Tint W 2.0 6.0 24.0 13.80 1.02 338.0 8.Single, Tint W 2.0 8.0 24.0 13.80 1.01 334.0 9.Single, Tint N 16.0 10.0 64.0 15.38 0.99 971.0 10.Single, Tint N 16.0 8.0 24.0 15.38 0.99 363.0 11.Single, Tint N 16.0 8.0 24.0 15.38 0.99 363.0 12.Single, Tint N 2.0 10.0 2W.0 15.38 1.00 3681.0 13.Single, Tint N 2.0 0 0 15.38 1.00 490.0 14.Single, Tint 0 15.38 1.00 122.0 15.Single, Tint 6.0 13.04 1.03 80.0 16.Single, Tint 2. .0 13.04 1.03 322.0 17.Single in 0 0 10.88 1.02 890.0 18.Sin t 0.. 3 10.88 1.02 356.0 19.Sing Ti .0 8.0 10.88 1.05 91.0 20.Singl .0* 12.0 13.80 1.01 167.0 21.Single, - N 2.0 8.0 30.0 15.38 1.00 459.0 22.Single, - N 6.0 10.0 32.0 15.38, 0.99 488.0 23.Single, Ti N 6.0 10.0 48.13 15. 0.99 732.0 24.Single, Tint 'N 2.0 8.0 30.13 1.00 459.0 25.Single, Tint N 2.0 8.0 .00 122.0 26.Single, Clear E 2.0 8. 0 2. 1.02 906.0 27.Single, Clear S 2.0 9.90 1.05 374.0 '4 28.Single, Clear N"ail : 6.0 15.07 1.00 540.0 29.Single,. Clear E 10. 44.8 12.37 1.08 599.0 30.Single, Clear 0 io 0.0 0.0 13.25 1.12 0.0 As -Built Total: 1092.8 15093.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Ext Insul, Exterior 6.0 4148.2 2.00 8296.4 Exterior 4510.2 2.00 9020.4 2. Frame, Wood, Exterior 19.0 362.0 1.10 398.2 Base Total: 4510.2 9020.4 As -Built Total: 4510.2 8694.E ` EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 5 FORM 60OA-2004R EnergyGauge® 4.5 1 WINTER CALCULATIONS - Residential Whole Building Performance Method A - Details I ADDRESS: LOT G, RIVER POINTE VILLAGE, , , PERMIT #: I -BASE - - AS -BUILT - - - DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 24.0 7.60 182.4 Exterior 24.0 5.10 122.4 Base Total: 24.0 122.4 As -Built Total: 24.0 182.4 CEILING TYPES Area X BWPM = Points Type (White Roof) (IRCC) R-Value Area X WPM X WCM = Points Under Attic 3156.0 0-64 2019.8 1. Single Assembly 20.0 3156.0 0.60 X 0.90 1721.9 Base Total: 3156.0 2019.8 As -Built Total: 3156.0 1721.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 317.0(p) -1.9 -602.3 1. Slab -On -Grade Edge Insulation 0.0 317. 0 792.5 Raised 0.0 0.00 0.0 Base Total: -602.3 As -Built Total: VIM WA 792.5 INFILTRATION Area X BWPM = Points UUM = Points 5265.0 -0.28 -1474.2 4Z65.0 r-0.28 -1474.2 Winter Base Points: 17720.1 Winter As-B ` t r- " 26010.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio . Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 19 (sys 1: Electric Heat Pump 60000 btuh ,EFF(7.-/) Ducts:Att S A R6.0 25010.2 0.385 (1.066 x 1.160 x 1.11) 0.44 5559.7 (sys 2: Electric Heat Pump 18000 btuh ,EFF(T : (S),A R t(AH),R6.0 25010.2 0.um (1.066 x 92)0. 0.950 1382.4 (sys 3: Electric Heat Pump .Att(S),Att(0.950(AH),R63 25010.2 6 1 x 0.92) 0.443 0.950 Q x 3225.E (sys 4: Electric HeaNP.M, t FF(7.7) Ducts:Att(S),Att(R),Int(AH),R6.0 25010.2 (. 66 x 1.160 x 0.92) 0.443 0.950 1382.4 (sys 5: Space Constrained HP 18000 btuh ,EFF(8.2) Ducts: None 26010.2 0.115 (1.00 x 1.000 x 1.00) 0.416 0.950 1141.1 17720.1 0.5540 9817.0 25010.2 1.00 1.206 0.440 0.950 12613.6 EnergyGauge- DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 W FORM 60OA-2004R EnergyGauge® 4.5 WATER HEATING &CODE C_0_UPLIANCE-S-T-A-T-US-- Residential Whole Building Performance Method A - Details ADDRESS: LOT G, RIVER POINTE VILLAGE, , , PERMIT #: BASE - - - - -- AS -BUILT- - WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 2 2460.00 4920.0 120.0 0.92 2 1.00 2460.00 1.00 4920.0 As -Built Total: 4920.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling PointsAK + Heatin of Water = Total of oints Points 33717 9817 4920 48454 0 4 920 48341 r `EnergyGauge- DCA Form 60OA-2004R EnergyGauge®/RaRES'2004 FLRCSB v4.5 7 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliaace_Che-cklist - l r4 Residential Whole Building Performance Method A - Details ADDRESS: LOT G, RIVER POINTE VILLAGE, , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE_ CHECK- ExTerwr Windows & Doors 606.1 ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfMs .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exteriorwall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1 ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 112" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; co bu h ters comply with NFPA, have combustion air. ow It R COMPONENTS SECTION REQUIREME CHECK Water Heaters 612.1 Comply with effi a en T e A - .3.2. Switch or clearly marked cir breaker electric s mus i . External or built= e t traprequired. Swimming Pools &Spas 612.1 Spas 8 heated Poo h e except solar heated). rcial pools must have a pump ti r. a & pool heaters mus um rmal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more the .5 qall inute at 80 PSIG. Air Distribution Systems 610.1 All duds, fittings, mechanical equ'agAt and nu ambers shall be mechanically attached, sealed, insulate in in ac nce with the criteria of Section 610. Duds in uncondhio i 6 0 ' lation. HVAC Controls 607.1 Separate readily a r automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Co on alls-Frame R-11 or CBS R-3 both sides. ff Common ceiling & floors R-11. ' EnergyGauge"' DCA Forth 600A-2004R EnergyGauge®/FIaRES'2004 FLRCS13 v4.5 ENERGY PER DRMAN.CE_LE_V_E_L-(_EP--L- DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.6 The higher the score, the more efficient the home. LOT G, RIVER POINTE VILLAGE, , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtulhr _ 3. Number of units, if multi -family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 2 _ b. Central Unit Cap: 42.0 kBtu/hr 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area (ft-) 5265 ft- _ c. 3 Others Cap: 54.0 kBtu/Iv 7. Glass typel and area: (Label read. by 13-104A.5 if not default) a. U-factor. Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Defaulty092.8 ft' _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ b. SHGC: HSPF: 7.70 _ (or Clear or Tint DEFAULT) 7b. (Tint) 904.0 ft' _ b. Electric Heat Pump Cap: 42.0 kBtu/hr _ 8. Floor types HSPF: 7.70 _ a. Slab -On -Grade Edge Insulation R=0.0, 317.0(p) ft _ c. 3 Others Cap: 54.0 kBtu/br b. N/A _ c. N/A _ 14. t 9. Wall types R Cap: 120.0 gallons _ a. Concrete, Ext Insul, Exterior R=5.0, 414 ' EF: 0.92 b. Frame, Wood, Exterior R=19.0, 3 A c. N/A _ d. N/A C. e. N/A -H ery; Solar 10. Ceiling types (IRCC)(white roof) D -Dedicated heat pump) a. Single Assembly R=20.0, 3156.0 R _ 15. HVAC credits �CF, MZ-H _ b. N/A _ (CF-Ceiling fan, CV-Cmss.ventilation, c. N/A _ HF-Whole house fan, 11. Duets(IRCC)(white root) PT -Programmable Thermostat a. Sup: Unc. Ret• Unc. AH: Attic Sup. R=6.0, 206.0 ft' MZ-C-Multizone coo • b. 3 Others 301.0 ft _ MOH-Mt'neIt t ng) I certify that this home has complied with the Florida Energy Efficien io uilding Construction through the above energy saving features which will ben fled (or exceeded) in this home before final inspection. q&erBdse a new EPL Display Card will be completed based on installed Co e c nplia features. Builder Signature: . Date: 9 3 • 05 Address of New Home: S1( X35 L-W:/lJe scrPJ.City/FLZip:-zgge-t Pcj,. uJ1 'NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPADOE EnergyStar'x'designation), your home may qualms for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. uc .. edu for -information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass outtpput on ages 2&4. $nergy,Gauge® (Version: FLRCSPB v4.5) J Project Summary AHU 1 Job: Date: For: VITAGLIANO RESIDENCE LOT G, RIVER POINTE VILLAGE, ST. LUCIE COUNTY, FLORIDA Notes: Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TO 28 OF Heating Summary Structure 38B84 Btuh Ducts 9426 Btuh Central vent (120 cfm) 369E Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 52008 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area (ft') 259D 2590 Volume (fta) 30972 30972 Air changes/hour 0.22 0.12 Equiv. AVF (cfm) 113 61 Heating Equipment Summary Make Trane Trade Model 2TWB3060 Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.7 HSPF 57500 Btuh @ 47°F 30 OF 1769 cfm 0.037 cfm/Btuh 0.00 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TO 15 OF Daily range L Relative humidity 50 % Moisture difference t# % 61 gr/lb i Sizing Btuh Btuh Btuh Btuh p 0.95 ent sensibl aw �� 41601 Btuh, Latent Cooling Equipment Load Sizing Structure 3328 tuh Ducts uh Central vent (120 cfm) uh Equipment latent load BVuh Equipment total load 3 Btuh Req. total capacity at .70 SH 5.0 ton ot Eq 'ment Summary C !3060 Col 2TEC3F60 Efficiency 13 SEER Sensible cooling 42000 Btuh Latent cooling 18000 Btuh Total cooling 60000 Btuh Actual air flow 1724 cfm Air flow factor 0.041 cfm/Btuh Static pressure 0.00 in H2O Load sensible heat ratio 0.78 Printout certified byACCA to meet all requirements of Manual J 8th Ed. VVIMIQ IUS0 C RigMSuite Resiaemial6.0.103RSR31845 2008-Map2911:50:54 ' ACCA C:1Pmgmm FIeslWrigMsoft HVACWutoSaveIVITAGLIANO RES.-VILLAGE ARCH..np Calc= MJ8 Orientat Page 1 1� o c c Les, c. Project Summary Job: , AHU 2 By_ r Project Information For: VITAGLIANO RESIDENCE LOT G, RIVER POINTE VILLAGE, ST. LUCIE COUNTY, FLORIDA Notes: Design Information Weather. Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 8657 Btuh Ducts 700 Btuh Central vent (32 cfm) 995 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 10351 Btuh Infiltration Method Construction quality Fireplaces Area (ft) Heating Co 459 Volume (fta) Air changes/hour Equiv. AVF (cfm) 5508 0.36 33 Heating Equipment Summary Make Trane Trade XB13 Model 2TWB3018 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.7 HSPF 16100 Btuh C 0 OF cfm 0.000 cfm/BtL 0.00 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative Humidity L 50 % Moisture difference 61 gr/lb v RE ('6�AwNte i..A.,� ,f .1857 Btuh t 533 Btuh ��L fi0 Btuh 12201 Btuh Equipment Load Sizing 738 Btuh 12 479 Btuh 350 Btuh '011110M568 Btuh Equipment total Req. total capal Static pressure Load sensible heat ratio Btuh ton Summary 13 SEER 1260 Btuh 540 Btuh 1800 Btuh 533 cfm 1.043 cfm/Btuh 0.00 in H2O 0.83 Bold/iralic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. C wir-JOHtsoft RightSufte Residertial6.0.103RSR31845 2008-May4l)11:50:54 AMKC:1Rogram FleslWrightsoft HVAC%WoSaveIVrrAGLIANO RES:VILLAGE ARCH..rrp Cale =MJ8 Orientat Paget ect Summary Job: Date: For. VITAGLIANO RESIDENCE LOT G, RIVER POINTE VILLAGE, ST. LUCIE COUNTY, FLORIDA 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 TO 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sen eT, pment Load Sizing Structure 28258 Btuh 20727 Btuh Ducts 3602 Btuh D 9405 Btuh Central vent (59 cfm) 1813 B t ) 971 Btuh Humidification 0 Bt 1 0 Btuh Piping 0 Bt Equipment load 33672 Btu n R s i r 0.95 Infiltration q s si le load 29547 Btuh Method SAverae Latent Cooling Equipmerit Sizing Construction quality Averag Fireplaces 0'. Structure Btuh Ducts 57 tuh Heating Cool[ ngg Central vent (59 cf 2461 Btuh Area (ft=) 1824 1824 Equipment latent 1 498 Btuh Volume (fta) 17728 17728 Air changesihour 0.28 0.15 Equipme of I loa 37046 Btuh Equiv. AVF (cfm) 83 45 R taI ity at SHR 3.5 ton Heating Equipment Summary ing Equipment Summary • Make Trane ke Trane Trade rode Model 2TWR3042A1 Cond 2TWR3042A1 Coil 2TEC3F42 Efficiency 7.7 HSPF Efficiency 13 SEER Heating Input Sensible cooling 29750 Btuh Heating output 38500 Btuh @ 47°F Latent cooling 12750 Btuh Temperature rise 0 OF Total cooling 42500 Btuh Actual air flow 0 cfm Actual air flow 1417 cfm Air flow factor 0.000 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.81 Bold4talle values have been manually ovetddden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrIQNts ft RightSuite Residemial6.0.103RSR31845 2008-May-2911:50:54 QTragram FileslWrighlsoft HVACVadoSave1VrrAGLIAN0 RES.-VILLAGE ARCH..rrp Cate =MJ8 Odemat Page Is RRig�tWorksheet Job: Date: 1 Room name DINING ELEVATOR 2 Exposed wall 13.0 ft 0.0 ft - 3 Ceiling height 120 ft heatl000l 8.0 it heallocol 4 Room dimensions 19.0 x 13.0 it 6.0 x 6.0 it 5 Room area 247.0 fF 36.0 ft- Ty Construction U-value Or HTM Area (112) Load Area (ft-) Load number I (Btuhtft--F) (Btuiv" or perimeter (ft) (Stan) or perimeter (ft) (Stuh) Head Cool Gross NIP/S Heat Cool Gross WP/S Heat Cool - - 6 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 1C-r1oms 1.270 n 24.36 17.62 0 0 01 0 0 0 0- 0 1A-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 1Ac1om 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11 1A-clom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 I DA-m - 1.670 n 46.76 15.34 0 0 0 0 0 0 0 0 1Actom 1.270 n 35.56 34.77 0- 0 0 0 0 0 0 0 11J0 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 :11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 M/ 12E-0sw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 T-C 1Actom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 W 13A-Socs 0.125 ne 3.50 222 0 0 0 0 0 0 0 0 I--G CIC-r1oms 1.270 ne 24.36 17:52 0 0 0 0 0 0 0 0 13A4ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 1C-r1oms 1.270 a 24.35 22.42 0 0 0 0 0 0 0 0 • 10A-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 82.01 0 0 0 0 111 0 0 0 1A-clom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0 0 0 0 0 1A-clom 1.270 a 35.56 91.12 0 0 0 0 1A-Glom 1.270 a 35.56 91.12 0 0 0 11D0 0.390 a 10.92 11.31 0 14 0 0 0 W 12E-0sw 0.068 a 1.90 1.35 0 0 0 0 w 12E-0sw 0.068 s 1.90 1.35 0 0 0 0 13A-5ocs 0.125 s 3.50 2.22 0 0 .0 0 0 1Aclom 1.270 s 35.56 37.88 0 0 0 0 0 1Aclom 1.270 s 35.56 37.88 0 0 0 0 1Aclom 1.270 s 35.56 37.88 t- 0 0 0 toclom 1.270 s 35.56 37.88 0 0 0 0 tAclom. 1.270 s 35.56 19.19 0 0 0 0 10A-m 1.670 s 46.76 7.98 0 0 :0 - 0 11DO 0.390 s 10.92 11.37 00 0 0 .0 ••� 0 0 VN 13A-Socs 0.125 sw 3.50 222 0 0 0 .0 0 0 0 �G 1Aclom 1.270 sw 35.56 30.69 0 0 0 0 0 0 _ 0 0 13A-5ocs 0.125 w. 3.50 2.22 156 83. 289 184 '0 0 0 0 1C-r1oms 1.270 w 24.36 22.42 0 - 0 0 • 0 0 `0 0 0 1Aclom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 1Aclom 1.270 . w 35.56 91.12 0 '-0 0 0 0 0 0 1Aclom 1.270 w 36.56 24.23 0 0 0 0 0• 0 0 t0A-m 1.670 w 46.76 53.19 0 0 .0 0 0 • 0 1Actom 1.270 w 35.56 63.86 0 0 0 0 0 tActom 1.270 w 35.56 57.47 0 0 0 0 0 0 1Actom 1.270 w 35.56 38.28 0 0 0 0 0 jo 0 0 1Actomd 1.270 w 35.56 32.29 0 0 0 0 0 1Actom 1.2701 w 35.561 32.23 32 0 113 103 0 0 0 10A-m 1.670 w 46.78 22.43 41 0 19 927 - 0 0- 0 0 10A-m 1.870 w 48.76 14.43 0 0 0 0 0 0 0 6 c)AED excursion 9 -6 Envelope loss/gain 3275 45 80 12 a) Infiltration 203 58 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 1 230 0 0 Appliances @ 1200 0 0 0 0 Subtotal pines 6 to 13) 3874 3563 45 80 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 15 27 45 SO 14 Subtotal 3889 3590 0 0 15 Duct loads 1 249/6 48% 943 1706 24% 48°% 0 0 Total room load 4832 5296 0 0 Air required(chn) 177 218 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,A&kwrsgf�tsofC Right-Sufte Rwidemial6.0.103RSR31845 2008-May-2911:50:57 C:1Pmgram Files\Wrightsoft HVACNutoSevetVITAGLtANO RES: VILLAGE ARCH..Mp Celc= MJ8 Oriental Page 2 I Q;, exenccs 11vc:.. Job: RRig�t1 Date: Worksheet ^ FHI 1 Room name BREAKFASTIFAMILY KITCHEN 2 Exposed wall 47.4 ft 17.0 ft . 3 Ceiling height 10.0 ft heallcool 8.0 ft heaycool 4 Room dimensions 1.0 x 482.0 ft 1.0 x 245.0 ft 5 Room area 4820 ft2 245.0 112 Ty Construction u-value Or HTM Area (ft2) Load Area (ft2) Load number (Stuh/fti°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool - 6 13A-5bcs 0,125 n 3.50 2.22 0 0 0 0 0 0 0 0 16rloms 1.270 n 24.36. 17.62 0 0 0 O 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11 1A<1om 1.270 n 35.56 17,90 0 0 0 :0 0 0 0 0 10A-m 1.670 n 46.76 15.34 0 0 0 0 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 ,0 0 0 0 0 0 0 11JO 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 '0 0 0 0 0 0 0 VN 12E-0sw 0.068 n 1.90 1.36 0 0 0 0 0 0 0 0 `G tAclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 V,U 13A-5ocs 0.125 ne 3.50 2.22 0' 0 0 0 0 0 0 0 �-G IC-rloms 1.270 ne 24.36 17.52 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 1C-rl oms 1.270 a 24.36 22.42 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0 0 0 0 0 1Aclom 1.270 a 35.56 82.01 0 6 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 1Aclom 1.270 a 35.56 32.23 0'. `•. 0 0 0 0 0 1Aclom 1.270 a 35.56 91. - 0 0 0 0 tAclom 1.270 a 35.56 91.E 0 0 0 0 0 11DO 0.390 a 10.92 11. 0 0 0 V/ 12E-0sw 0.068 a 1.90 1,3 0 0. 0 0 0 W 12E-0sw 0.068 s 1.90 1.35 0 0 0 0 0 13A-5ocs 0.125 s 3.50 2.22 9 1 5 a... 136 130 455 289 tAclom 1.270 s 35.56 37.88 ' 0 0 0 0 0 1Aclom 1.270 s 35.56 37,88 0 0 0 0 0 .;,: •, . 0 0 0 1Aclom 1.270 s 35.56 37.88 0 0 0 .. 6 : .. :..6 213 209 1Actom 1.270 s 35.66 37.88 20 711 695 0 -;... ' - :0 0 0 to-clom 1.270 s 35.56 : 19.19 0 0 0 ,0 - .0 0 - 0 '0 10A-m 1.670 s 46.76 7.98 0 0 0 0 - 0 ... .0 0 0 11DO 0.390 s 10.92 11.31 0 0 0 0 • 0 0 0 0 1pl 13A-5ocs 0.125 sw 3.50 2.22 42 32 113 72 .0 0 0 0 �G 1Aclom 1.270 sw 35.56 30.69 10 0 307 0 0 0 13A-5ocs 0.125 w 3.50 222 200 116 _356 406 258 0 0 0 IC -moms'• 1.270 w 24.36 22.42 0 0 0 0 - 0 0 0 IA-dlom 1.270 w 35.56' 91A2 0 0 0 0 0 0 0 1Aclom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 1A-clom 1.270 w 35.56 24.23 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 53.19 0 0 0 0 0 0 0 to-clom 1.270 w 35.56 63.86 0 0 0 0 0 0- 0 IA-ctom 1.270 w 35.56 57-47 0 0 0 0 0 0 to-ctom 1.270 w 35.56 36.26 20 0 1 1 ``�1,IA1,77�`2'50 0 0 0 1A-clomd 1.270 w 35.56 32.29 64 20 15 0 0 0 0 1Aclom 1.270 w 35.56 32.23 0 0 0 0 0 10A-m 1.670 w 46.76 22.43 0 0 0 0 0 0 10A-m 1.670 w 46.76 14.43 0 0 0 0 0 0 6 c)AEO excursion 1515 -181 Envelope lossrgain 7659 7178 1623 896 12 a) Infiltration 618 177 177 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances q? 1200 0 0 1 1200 Subtotal (lines 6 to 13) 8277 7355 1800 2607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 65 91 85 121 14 Subtotal 8342 7446 1885 2727 15 Duct loads 24% 489/6 2022 3538 24% 48% 457 1296 Total room load 10364 10985 2342 4023 Air requimd(&n) 379 453 86 166 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr,ghcsoft Right -Suite Residemial6.0.103RSR31845 2008-May-2911:50:57 C:1Program FileslWrightsoft HVACVWIoSavelVITAGLIANO RES.-VILLAGE ARCH..np Cale =MJ8 Odentat Page GKCA IivG. Job: AHU 1 Worksheet ^ li Date: 1 Room name HALL PANTRY 2 Exposetl wall 1.0 ft 0.0 ft 3 Ceiling height 8.0 ft heaycool 8.0 ft heat/cool 4 Room dimensions 6.0 x 11.0 ft 5.0 x 5.0 ft 5 Room area 66.0 W 25.0 W Ty Construction U-value Or HTM Area (W) Load Area (ft.) Load number I (Btuhht'--°F) (Btuh/ft-) or perimeter (ft) (131uh) or perimeter (ft) (Btuh) - Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cool - - - 6 W 13A-Sons 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 1G-rloms 1.270 n. 24.36 17.62 0 0 0 0.. 0 0 0 0 tAclom 1.270 n 35.56 34.77 0 0 0 0 a 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11 1Aclom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 10A-m 1.670 n 46.76 15.34 0 0 0 0 -. 0 0 0 0 -tActom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11JO 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 11DO - 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 1R1 12E-0sw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 �---G tAclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 -13A-5ocs 0.125 ne 3.50 2.22 0 0 0 0 0 0 0 0 • iC-rloms 1.270 ne 24.36 17.52 0 0 0 - -0 0 0 -0 13A5= 0.125 a 3.50 2.22 8 8 18 0 0 0 • IC-r1oms 1.270 a 24.36 22A2 0 0 0 0 1OA-m 1.670 a 46.76 53.19 0 0 0 0 0 1OA-m 1.670 a 46.76 22A3 0 0 0 0 • tActom 1.270 a 35.56 91.12 0 0 0 0 1A-clom 1.270 a 35.56 32.23 0 0 0 0 1A-clom 1.270 a 35.56 82.01 0 0 0 to-clom 1.270 a 35.56 91.12 0 0 0 0 0 0 tActom 1.270 a 35.56 32.23 0 0 0 0 to-ctom 1.270 a 35.56 91.12 0 0 0 0 to-ctom 1.270 a 35.56 91.12 0' 0.,... 0 0 0 11130 0.390 a 10.92 11.31 0 0 --"7 0 0 0 w 12E-0sw 0.068 a 1.90 1.35 0 0 0 - 0 0 W 12E-O w 0.068 s 1.90 1.35 - 0 0 0 0 0 0 0 0 13A-5ods 0.125 s 3.50 2.22 - 0 0 0 0 0 0 0 '- 0 to-ctom 1.270 s 35.66 37.88 0- 0 0 0 0 0 0 0 1Aclorn 1.270 s 35.56 37.8B 0 0 0 0 0 0 0 0 to-clom 1.270 s 35.56 37.88 0 0 0 0 0 0 0 0 1Actom 1.270 s 35.56 37.88 "0 0 0 0 0 0 0 0 tAclom 1.270 s 35.56 19.19 0 0 0 0 0 0 0 tOA-m 1.670 s 46.76 7.98 0 0 0 0 0 0 0 11DO 0.390 s 10.92 11.31 0 _ 0 0 0- 0 0 W/ 13A5ocs 0.125 sw 3.50 2.22 0 0 0 0 0 0 --C 1Aclom 1.270 sw 35.56 30.69 0 0 0 0 0 0 0 13A-5oo5 0.125 w 3.50 2.22 0 0 0 0 0 0 1C-r1oms 1.270 w 24.36 22.42 '0 0 0 0 0 0 1Actom 1.270 w 35.56 91.12 0 0 0 0 0 to-clom 1270 w 35.56 91.12 0 0 0 0 0 0 1OA-m 1.270 w 0 0 0 0 0 0 t0A-m 1.870 w 46.76 46.76 53.19 53.19 0 0 0 0 0 0 lAclom 1.270 w 35.56 0 0 0 0 0 0 1Aclom 1.270 w 35.56 57.47 0 0 0 0 0 0 1Ac1om 1.270 w 35.56 36.26 38.26 0vo 00' 0 0 0 0 1Acl omd 1.2711 w 35.56 32.29 0 0 0 0 0 0 0 1Ac1om 1270 w 35.56 32.23 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 22.43 0 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 . 14.43 0 0 0 0 0 0 0 0 61 c) AED excursion. -11 4 Envelope loss/gain 142 162 31 55 12 a) Infiltration 10 3 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances@ 1200 0 0 0 0 Subtotal (lines 6 to 13) 153 165 32 55 Less a demal lead 0 0 0 0 Less transfer 0 0 0 0 Redistribution -153 -165 -32 55 14 Subtotal 0 0 0 0 15 Du cl leads 24% 48%1 0 0 24% 48%1 0 0 Total room load 0 0 0 0 Air required(cfm) 0 0 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr-xgf-rtsoR RightSuRe Residernia16.0.103 RSR31845 2008-May-2911:50:57 ' C:Tmgmm FileslWdghtwRHVAC1AutoSae%VITAGLIANORES:MLLAGEARCH..np Calc=MJ6 Oriental Page 1s CK CAM V Uht4 Worksheet Jab: Date: 1 Room name HALL POWDER 2 Exposed wall 0.0 It 15.0 it 3 Ceiling height 8.0 It heatf ool 8.0 It heat/000l 4 Room dimensions 14.0 x 5.0 ft 1.0 x 69.0 ft 5 Room area 70.0 ft' 69.0 ft' Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number (Btuh/ftieF) (BtuNft7) or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat Cool Grass N/P/S Heat Cool Grass NIP/S Heat Cool 6 13A-5ors 0.125 n 3.50 222 0 0 0 0 88 80 280 178 1C-moms 1.270 n 24.36 17.62 0 0 0 0 0 0 0. 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0 8 0 284 278 11 1Actom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 10A-m 1.670 n 46.76 15.34 0 0 0 0 0 0 0 0 IA-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 '0 11,10 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 '0 0 0 0 0 W 12E-Osw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 Y-C tActom 1.270 n 35.66 34.77 0 0 0 0 0 0 0 0 Uri 13A-Socs 0.125 ne 3.50 2.22 0 0 0 0 0 0 0 0 �G IC-rloms 1.270 ne 24.36 17.52 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 16 16 56 36 1C-moms 1.270 a 24.36 22.42 0 0 0 0 0 0 0 0 1OA-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 1Ac1om 1.270 a 35.56 82.01 0 0 0 0 0 0 1Aciom 1.270 a 35.56 91.12 0 0 0 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 11DO 0.390 a 10.92 11.3 0 0 0 0 w 12E-Osw 0.068 a 1.90 9.3 0 0 0 0 w 12E-Osw 0.068 s 1.90 1.3 0 0 0 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 1Aclom 1.270 s 35.56 37.88 0 0 0 1Actom, 1.270 s . 35.50 37.88 4 -0 - 0 0 0 1Actom 1.270 s 35.58 37.88 0 0 0 0 0 0 tActom 1.270 s 35.56 37.88 ... 0 0 0 0 0 1Actom 1.270 s 35.56 19.19 0 0 0 0 0 0 10A-m 1.670 s 46.76 7.98 0'` 0 0 0 0 0 11 DO 0.390 s 10.92 11.31 0 0 0 0 0 W 13A-5ocs 0.125 sw 3.50 2.22 0 0 0 0 0 0 �G IA-ctom 1.270 sw 35.56 3.0.69 0 0 0 0 0 0 13A-5ocs 0.125 w 3.50 2.22 - 0 0 ,0 0 1 1 . 5 36 1C-rloms 1.270 w 24.36 22.42 0 0 0 0- 0 _' 0 1Actom 1.270 w 35.66 91.12 . 0 0 0 a 0 0 1Aclom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 1Actom 1.270 w 35.56 24.23 0 0 0 0 0 0 0 1OA-m 1.670 w 46.76 53.19 0 0 d 0 0 0 0 1Aclom 1.270 w 35.56 63.86 0 0A00000 0 0 0 0 0 1Ac1om 1.270 w 35.56 0 0 0 0 0 0 1Ac1om 1.270 w 35.58 36.26 36.26 0 0 0 0 0 0 0 1Aclomd 1,270 w 35.16 3229 0 0 00001Aclom 1.270 w 35.56 31M 0 0 0 0 0 0 10A-m 1.670 w- 46.78 22.43 0 0 0 0 0 0 0 t0A-m 1.670 w 46.78 14.43 0 0 0 0 0 0 0 6 c) AED excursion -11 -48 Envelope lossrgain 88 155 1334 643 12 a) Infiltration 0 0 166 45 b) Room ventilation 0 0 0 0 13 Internal gains: O=pants@ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 88 155 1490 688 Less external load 0 0 0 0 Less bnsfer 0 0 0 0 Redistribution -88 -155 69 98 14 Subtotal 0 0 1559 786 15 Duct loads 1 24%1 0 0 240/u 4B% 378 373 Total room load 0 o 1937 1159 Air required (rim) 0 0 71 48 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr-�ge-.tsoR RightSuHe ResidenUal6.0.103RSR31845 2008-May-29.11:50:57 ' `C:WrogmmFiles%Wrightsoft HVACWuIoSaveIVRAGLIANORES-MLLAGEARCH..np Calc=MJ8 Odentat , Page 5 RRig�t1 Worksheet Job: F) Date: --- ---- -- -- -By- 1 Room name LAUNDRY MUDROOM 2 Exposed wall 13.0 It 11.0 ft • 3 Ceiling height 8.0 ft heatfcool 8.0 It heat/ccol 4 Room dimensions 13.0 x 10.0 ft 1.0 x 135.0 It 5 Room area 130.0 ft2 135.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/W17) (Btuhht2 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat C001 Gross WP/S Heat Cool 6 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 88 65 227 144 IC-rloms 1.270 n 24.36 17.62 0 0 0 0 0 0 0 0 9Aclom 1.270 n 35.56 34.77 0 0 0 0 - 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11 IAclom 1.270 n 35.56 17.90 0 0 0 0- 0 0 0 0 40A-m 1,670 n 46,76. 15.34 0 0 0 0 0 0 0 0 .tActom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11JO 0.600 n -- 16.80 17.40 0 0 0. 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 23 23 254 263 Ve/ 12E-Osw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 T-G IA-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 -UN 13A-5ocs 0.125 ne 3.50 2.22 0 0 0 0 0 0 0 0 �G 1C-rloms 1.270 ne-- 24.36 17.52 0 0 0 0 0 0 0 0 13A-Sots 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 1C-rl oms 1.270 a 24.36_22.42 0 0 0 0 0 0 0 0 1OA-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 0 • 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 • 1A-Ctom 1270 a 36.56 91.12 0 0 0 0 • 1A-otom 1.270 a 35.66 32.23 0.. 0 0 0 0 1A-clom 1.270 a 35.56 62.01 0 0 0 0 0 1Actonl 1.270 a 35.56 91.12 0 0 0 0 1A-clom 1.270 a 35.56 32.23 0 0 0 0 • 1A-ctom 1.270 a 35.56 91.12 0 0 0 1A-ctom 1.270 a 35.56 91.12 0 0 0 0 11DO 0.390 a 10.92 11.31 0 0 0 W 12E-0sw 0.068 a 1.90 1.35 0 0 0 W 12E-0sw 0.068 s 1.90 1.35 , 0 0 0 0 13A-5ocs 0.125 s 3.50 2.22 _:...:-218 - ""`b 0 0 0 1Aa1om 1.270 s 35.56 37.88 0 0 0 0 0 0 1Aclom 1.270 s 35.56 37.88 7 = 7 242 236 0 .0 0 0 1Aclom, 1.270 a 35.56 37.88 0 0 0 0 0 0 0 0 1Aclom 1.270 s 35.56 37.88 0 0 0 0 0 0 '0 0 1Aclom 1.270 s 35.56 19.19 0 0 0. 0 0 0 0 0 1OA-m 1.670 a 46.76 7.98 0 0- .. 0 0 0- 0 0 0 11DO 0.390 s 10.92 11.31 0 _ 0 0 0 0 0 0 • 0 W, 13ASocs 0.125 sw 3.50 2.22 0 0 0 0 0 0 0 `G 1AA- lo.270 rn 11.125 sw 35.5 3.69 0 0 0 0 0 0 0 13om w 3.500 2.22 0 0 0 0 0 0 IC-rloms 1.270 w 24.36 22.42 0 0 0 0 0 0 0 1Aclom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 1Aclom 1.270 w 35.56 91.12 0 0 0 0'c 0 0 0 to-c1om 1.270 w- 35.58 24.23 0 0- 0 0 0 0 t0A-m 1.670 w 46.76 53.19 0 0 0 0 0 0 0 IA-clom 1-.270 w 35.56 63.86 0 0 0 . 0 0 IA-ctom 1.270 w 35.56 57.47 0 ` 0 0 D 0 0 to-clom 1.270 w 35.56 36.26 "0 `�`jTp 0 0 0 0 tActomtl 1.270 w 35.56 32.29 0 0 0 0 0 0 1Aclom 1.270 w 35,56 32,23 0 0 • 0 0 0 0 0 10A-m 1.870 w 46.76 22.43 0 0 - 0 0 0 0 0 0 10A-m 1.670 w 46.78 14.43 0 0 0 0 0 0 0 0 6 c)AED excursion 1 -52 -64 Envelope loss/gain 1 1221 708 1069 662 12 a) Infiltration 135 39 115 33 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances @ 1200 0 0 0 0 Subtotal pines 6 to 13) 1356 747 1183 925 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 6 11 36 63 14 Subtotal 1363 758 1219 987 15 Dud loads 24% 48% 330 360 24% 48% 296 469 Total room load 1693 1118 1515 1457 Air required (cf n) 62 46 55 60 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr�g 1-2iso'ft RightSuite Residemia16.0.103 RSR31845 20D6-May-2911:50:57 C:\Progmm FileslWdghtsoft HVACVwtoSave\VITAGLIANO RES: VILLAGEARCH..mp Calc= MJ8 Oriental Page 6 2� QUICxcAuc5,1NC. Job: AigUt; Worksheet H Date: 1 Room name GALLERY. STOR. 2 Exposed wall 13.0 ft 10.0 ft 3 Ceiling height 120 ft heat/cool 120 ft heat/cool 4 Room dimensions 6.0 x 13.0 ft 5.0 x 5.0 ft 5 Room area 78.0 ft' 25.0 ft' Ty Construction U-value Or HT1N Ana (W) Load Area (ft') Load number (BtuIVWF) (BtutVft2) or perimeter (ft) (stub) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross WPIS Heat Cool -- - 6 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 tOrloms 1.270 n 24.36 17.62 0 0 0 0 0 0 0 0 IA-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 1A-clom 1.270 n 35.56 34.77 0 0 0 0 0 0' 0 0 11 -1Aclom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 1OA-m 1.670 -n 46.76 15.34 0 0 0 0 0 0 0 0 IIAclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11,10 0.600 '.n 16.80 17AO - 0 0 0' 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 UN 12&0s 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 Y-C 1A-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 W, 13ASocs 0.125 ne 3.50 2.22 0 0 0 0 0 0 0 0 I--G tOrloms 1.270 ne 24.36 17.52 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 156 136 476 303 60 60 210 133 1C-rloms 1.270 a 24.36 2242 0 0 0 0 0 0 0 0 1 OA-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 0 0 0 1AcIom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 32.23 0 0 0 0. 0 0 0 1Aclom 1.270 a 35.56 82.01 0 0 _ 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 1Aclom 1.270 a 35.56 3223 2 0 7 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 11DO 0.390 a 10.92 11.31 0 0 0 W 12E-Osw - 0.068 a 1.90 1.35 0 0. 0 0 0 W 12E-Osw 0.068 s 1.90 1.35 0 0 0 0 0 13A-5ocs 0.125 s 3.50 2.22 0 0 0 210 133 1Aciom 1.270 s 35.56 37.88 0 .- 0 0 0 0 1Aclom 1.270 s .35.56 37.88 0 0 0 0 1Aclom 1.270 s 35.56 37.88 0 0 0 0 0 1Aclom 1.270 s 35.56 3T88 0 0 0 0 0 0 1Aclom 1.270 s 35.56 '19.19 0 0 0 0 0 0 0 0 1OA-m 1.670 s 46.76 7.98 0 0 0 0 0 0 0 0 11DO 0.390 s 10.92 11.31 0 0 0 0 0. 0 0 0 l4/ 13ASocs 0.125 sw 3.50 2.22 0 0 0 0 0 0 0 0 �C 1Aclom 1.270 sw 35.56 30.69 0 0 0 0 0 0_ 0 0 13A-Soil 0.125 w 3.50 2.22 0 0 0 0 0 0 D 0 1C-r1oms 1.270 w 24.36 22.42 0 0 0 0 0 0 0 0 1Aclom 1.270 w 3.56 91.12 0. 0 0 0 0 0 0 A-clom 1.270 w 356.56 91.12 0 0 0 0 0 0 0 1Aclom 1.270 w 35.56 24.23 0 0 0 0 0 0 0 �0 1OA-m 1.670 w 46.76 53.19 0 0 0 0 0 0 1Aclom 1.270 w 35.56 63.86 0 0 0 0 0 0 -1Aclom 1.270 w 35.56 67.47 0 0 0 0 0 )io 0 1Aciom 1.270 w 35.56 36.26 0 0 0 0 0 1Aclomd 1.270 w 35.66 32:29 0- 0 0 0 '1Aclom 1.270 w 35.56 32.23 .0 0 0 0 0 0 0 1 OA-m 1.670 w 46.76 22.43 0 0 0 0 0 10A-m 1.670 w 46.76 14.43 0 - 0 0 - 0 0 0 8 c) AED excursion - -24 Envelope losstgain 85 1238 451 302 12 a) Infiltration 203 58 156 45 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 1488 1296 608 347 Less external load 0 0 0 0 Lass transfer 0 0 0 0 Redistribution 42 45 S08 -347 14 Subtotal 1530 1342 0 0 15 Duct loads 1 24% 48% 371 638 24% 48%1 0 0 Total room load 1901 1979 0 0 Air required (dm) 70 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Aft wr-ag FltSo-FC RightSutte Residential6.0.103RSR31845 2008-May-2911:50:57 C:1Pmgmm FleslWrigldsoft KVAC1AutoSavelVITAGLIANORES:VILLAGEARCH..rrp Galc=MJ8 Oriental Page til RHU Right1 Worksheet Job: Date: 1 Room name LNING ROOM FOYER 2 Exposed well 45.0 ft 27.0 It 3 Ceiling height 120 ft heaU000l 24.0 It heaticool 4 Room dimensions 33.0 x 19.0 ft 1.0 x 330.0 It 5 Room area 627.0 fl2 330.0 fl Ty Constriction U-value Or HTM Area (ft) Load Area (fl2) Load number (BtuhfWF) (BtuhM2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gmss WPIS Heat Cool 6 13A-5ocs 0.125 n 3.50 2.22 144 93 324 206 216 216 756 481 1(Yrloms 1.270 n 24.36 17.62 0 0 0 0 0 0 0 0 1Aclom 1.270 n 35.66 34.77- 0 0 0. 0 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11 1Aclom 1270 n 35.56 17.90 10 0 356 179 0 0 0 0 10A-m 1.670 n 46.76 15.34 41 0 1933 634 0 0 0 0 IA-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 11J0 - 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 1100 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 VN 12E-0sw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 `C 1Aclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 V)/ 13A5as 0.125 ne 3.50 2.22 0 0 0 0 0 -0 0 0 L--G 1C-rloms 1.270 ne 24.36 17.52 0_ 0 0 0 . 0 0 0 0 13A5ocs 0.125 a 3.50 2.22 0 0 0 0 216 176 616 392 1Grloms 1.270 a 24.36 22A2 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22A3 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 82.01 0 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 1A-clom 1.270 a 35.66 91.12 0 0 0 6 0 569 1458 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 11DO 0.390 a 10.92 11.31 0 0 24 262 271 W 12E-0sw 0.068 a 1.90 1.35 0 0 0 0 W 12E-0sw 0.068 s 1.90 1.35 0 0 0 0 0 0 13A-5ocs 0.125 s 3.50 2.22 1 - 17 216 756 481 1Aclom 1.270 s 35.56 37.88 0 8 0 0 0 1Aclom 1.270 s 35.56 37.88 0 -0 0 - 0 1A-clom 1.270 s 35.56 37.88 0 0 0 0 0 0 1Actom 1.270 s 35.56 37.88 0 0 ,0 0 0 1Aclom 1.270 s 35.56 19.19 10 0 0 0 0 10A-m 1.870 s 46.76 7.98 41 1 ,y ` 0 0 0 0 11D0 '0.390 s 10.92 11.31 0 .0 " 0 0 ". 0 0 VN 13A-5ors 0.125 sw 3.50 2.22 0 0 0 0 0 LC to-clom 1.270 sw 35.56 30.69 0 -- o 0 0 =0 0 0 13A-5ocs 0.125 w _ 3.50 2.22 a 364 231 0 .o ..0 0 1C-r1oms 1.270 w 24.36 22.42 0 0 0 0 0 0 0 1A-clom 1.270 w 35.56 91.12 0 0 0 0 0 ' 0 - 0 9A-clom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 1A-clom 1.270 w 35.56 24.23 0 0' 0 0 0 0 10A-m 1.670 w 46.76 53.19 0 0 0 0 0 0 1Aclom 1.270 w 35.56 63.86 0 0 0 0 0 0 1Aclom 1.270 w 35.56 67.47 0' 0 0 0 0 0 1Aclom 1.270 w 35.56 3626 0.: 0 0 0 0 0 0 1Aclomd 1.270 w 35.56 32,29 0` -0 0 0 0 0 0 1Ac1om 1.270 w 35.56 32.23 0 0 0 0 0 0 10A-m 1.670 w 46.76 22.43 0 0 0 0 0 0 0 10A-ni 1.870 w 46.76 14.43 124 98 1790 0 0 0 0 6 c) AED'excursion 544 -101 Envelope loss/gain 63 5808 3431 3760 12 a) Infiltration 703 202 843 242 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 13456 6009 4274 4002 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redishibulion 0 0 1367 694 14 Subtotal 13466 6009 5642 4696 15 Duct loads 24% 48% 3262 2856 24% 480% 1367 2232 Total room load 16717 8865 7009 6928 Air required(crm) 612 366 257 286 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wngF'�tsoTt RightSufte Residenbal6.0.103RSR31845 2008-May-2911:50:57 'C:1Pmgmm FileslWdghtsottHVAC1AutoSavelVITAGLUWORES:VILLAGEARCH..np CaIc=MJ8 Oriental Page tiz AHU 2 Worksheet Job: Date: 1 Room name AHU 2 BATH #3 2 Exposed wall 65.0 It 17.0 It 3 Ceiling height 12.0 ft d 12.0 It heat/cool 4 Room dimensions 11.0 x 6.0 It 5 Room area 459.0 ft2 66.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) - Load number (Btuh/ftMF) (BtUrUft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool --- 6 13A-5ocs 0.125 n 3.50 2.22 324 309 1082 688 132 132 462 294 1C-rloms '1.270 n 24.36 17.62 0 0 0 0 0 0 0 0 IA-ctom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 IA-ctom 1.270 n 35.56 34.77 0 0 0 .: 0 0 0 0 0 11 tAclom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 - 10A-m 1.670 n 46.76 15.34 0 0 0 0 0 0 0 0 to-clom 1.270 n 35.56 34.77 15 0 533 522 0 0 0 0 11JO 0.600 n. 16.80 17.40 0 0 0 0 0 0 0 0 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 y/ 12E-Osw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 `C IA-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 0.125 ne 3.50 2.22 0 0 0 0 0 0 0 0 •13A-5ocs 1Crloms 1.270 ne 24.36 17.52 0 0 0- 0 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 228 208 728 463 0 0 0 0 1C-r1oms 1.270 a 24.36 22.42 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 53.19 0 0 0 0 0 0 1OA-m 1.670 a 46.76 22.43 0 0 0 0 0 1A-ctorn 1.270 a 35.56 91.12 O t 0 0 0 1A-clom 1.270 a 35.56 32.23 , 0 0 0 0 to-clom 1.270 a 35.56 82.01 0 0 0 0 to-clom 1.270 a 35.56 91.12 0 0 0 1A-clom 1.270 a 35.56 32.23 0. , 0 0 0 • IA-clom 1.270 a 35.56 91.12 0 0 0- 0 0 1A-clom 1.270 a 35.56 91.12 0 1 1 2 0 0 0 11DO 0.390 a 10.92 11.31 0 0 0 w 12E-0sw 0.068 a 1.90 1.35 -0 0 �,.:. _• 0 0 0 w 12E-0sw 0.068 s 1.90 1.35 0 0 6 ---0 0 0 0 13A-5ow 0.125 a 3.50 2.22 0 �' 0 0 0 0 1Aciom 1.270 s 35.56 37.88 _ M 0- 0 0 0 0 0 1Aclom 1.270 s 35.56 37.88 0 0 0 0 0 0 0 0 1Aclom 1.270 s 35.56 37.88 0 0 0 0 0 '0 - 0 0 7Ao1om 1.270 s 35.56 37.88 0 0 0 0 0 0 0 -0 1ACtOm - 1.270 s 35.56 19.19 0 '0 0 0 0 0 0 -0 10A-m 1.670 s 46.76 7.98 0 0 0 0 0 0 0 0 11 DO 0.390 s 10.92 11.31 1 0 0 0 '0 0 0 0 0 tq1 13A-5ocs 0.125 sw 3.50 2.22 0 0 0 0 0 0 0 0 LC to-clom 1.270 sw 35.56 30.69 0 0 - 0 0 0 0 0 13A-5ocs 0.125 w 3.50 -2.22 228 147 513 326 72 224 142 1C-rl oms 1.270 w 24.36 22A2 0 0 0 0 0 0 1Ac1om 1.270 w 35.56 91.12 8 0 284 729 8 - 84 729 1Aclom 1.270 w 35.56 91.12 0- 0 0 0 0 0 0 1Aclom 1.270 w 35.56 24.23 0` 0 0 0 0 0 0 l0A-m 1.670 w 46.76 53.19 0 '0 0 0 0 0 1A-clom 1.270 w 35.56 63.86 0 0 0 0 0 0 0 1Ac1om 1.270 w 35.56 57.47 0 0. 0 0 0 0 1A-ctom 1.270 w 35.56 36.29 0 0 0 0 0 0 0 1Actomd 1.270 w 35.58 32.23 0 0 0 0 0 .0 10A-m 1.270 w' 0 0 0 0 0 0 10A-m 1.670 W 46.76 48.76 22.43 22.43 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 14.43 0 0 0 0 0 0 0 0 6 c) AED excursion 1 844 164 Envelope lossfgain 7641 10162 1054 1485 12 a) Infiltration 1015 291 265 76 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances 1200 0 0 0 0 Subtotal (lines 6 to 13) 8667 10453 1319 1561 Less extemal load 0 0 0 Less transfer 0 0 0 Redistribution 0 0 68 14 Subtotal 11657 10413 1387 15 Duct loads 8% 18% 700 1857 8% 18% 112 d285 Total room load 9356 12311 1500 0 533 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. B wr�gF'�tsoft RightSufte Residential 6.0.103 RSR31845 2008-May-2911:50:57 ACCA C:Tmgmm FilesUrightsoft HVAC%1ut08ave1VITAGLIANO RES.-VILLAGE ARCH..np Calc=MJ8 Orienlat Page ti3 Right-JAHU 2 Worksheet Job: Date: Svc 1 Room name AHLW2 VNC 2 Exposed wall 3.0 ft 10.0 ft 3 Ceiling height 12.0 ft heaHcool 12.0 It heaVcool 4 Room dimensions 3.0 x 4.0 ft 1.0 x 30.0 ft 5 Room area 120 ft' 30.0 ft' Ty Construction U-value Or HTM Area (112) Load Area (ft2) Load number (Btuh/fti*F) (BtuhM) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heal I Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W 13A-5oce 0.125 n 3.50 2.22 36 36 126 80 48 48 168 107 IC-rloms 1.270 n 24.36 17.62 0 0 0 0 0 0 0 0 tActom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 tAclom 1.270 n 35.66 34.77 0 0 0 a 0 0 0 0 11 tActom 1.270 n 35.56 17.90 0 a 0 0 0 0 0 0 1OA-m 1.670 n 46.76 15.34 0 0- 0 0 0 0 0 0 IA-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11JO 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 y/ 12E-0sw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 T-C 1A-clam 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 l(J 13A-5ocs 0.125 ne 3.50 2.22 0 0 0 0 0 0 0 0 • 1C-r1oms . 1.270 ne'. 24.36 17.52 0 0 0 0 0 0 0 0 13A-5acs 0.125 a 3.50 2.22 0 0 0 0 72 72 252 160 1C-r1oms 1.270 a 24.36 22.42 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 1OA-m 1.670 a 46.76 22.43 0 0 0 0 0 0 1Ac1om 1.270 a 35.56 91.12 0 0 0 0 0 0 1A-clom 1.270 a 35.56 32.23 0 0 0 0 0 1A-clom 1.270 a 35.56 82.01 0 0 0 0 0 1AC1om 1.270 a 35.56 91.ki 0 0 0 0 1Actom 1.270 a Me 32 3 0 0 0 0 1Aatom 1.270 a 35.56 91. 011n 0 0 0 • tActom 1.270 a 3556 91. f00 0 0 0 11DO 0.390 a 10.92 11. 0 0 0 W 12E-05w 0.068 a T.90 1.3 0 0 0 W 12E-Osw 0.068 s 1.90 1.3 0 0 0 0 13A-5ocs 0.126 s 3.50 2.22 ' 0 .= 0 0 0 0 1A-clom 1.270 s 35.66' 37.88 0 0 0 0 0 1Ac1om 1.270 s 35.56 37.88 0 "0 0 0 0 0 1Aalom 1.270 a 35.56 37.88 0 0 0 -' o- 0 0 0 1AcIom 1.270 5 35.56 37.88 0 0 0 - ;;:'-0 _ `... 0 0 0 1AcIom 1.270 s 35.56 19.19 •.0 0' 0 �o ',0.. 0 0 0 1OA-m 1.670 s 46.76 7.98 0 9 0 0 0 0 0 0 11DO 0.390 s %92 11.31 0 0 ' 0 0 0 0 0 0 lq/ 13A-5ocs 0.125 sw 3.60 222 .0 0 0 0 '. 0 0 0 0 1Aclom 1.270 sw 35.66 30.69 0 0 0 0 0. 0 0 0 13A-5ocs 0.125 w 3.50 -2.22 0 0 0 0- 0 0 0 0 1c-rloms 1.270 w 24.36 22.42 0 0 0 0 0 0 0 0 1A-clom 1.270 w 35.56 91.12 0 0 0 0 • 0- 0 0 1A-clom 1.270 w 35.56 91.23 0 0 0 0 0 0 0 1A-clom -. 1.270 w 36.56 2423 0 0' 0 0 1 0 0 1OA-m 1.670 w 46.76 '53.19 0 0 0 0 0 0 ' 0 1A-ctom 1.270 w 35.56 63.86 0 0 0 0 0 0 0 tAclom 1.270 w 35.56 57.47 0 0 0•0 0 0 0 1Actom 1.270 w 35.56 36.26 0 0 0 0 0 0 0 1Actomd 1.270 w 35.56 3229 0 0 0 (00 1Ac1om 1.270 w 35.56 3223 0 0 0 0 0 0 0 1OA-m 1.670 w 46.76 =A3 0 0 0 0 0 1OA-m 1.670 w 46.76 14A3 0 0 0 0 0 0 0 6 c)AED excursion -12 S7 Envelope loss/gain 141 97 534 301 12 a) Infiltration 47 13 156 45 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 188 110 690 346 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -188 -110 120 70 14 Subtotal 0 0 810 416 15 Duct loads 1 8%1 18% 0 0 8% 18% 65 74 Total room load 0 0 875 489 Airrequireci(rim) 0 0 0 21 Printout certified by ACCA to meet all reauirements of Manual J 8th Ed. wr-�g F-�tSoR RightSuile ResidenUa16.0.103 RSR31845 2008-May-2911:50:57 `C:1Pmgmm FileslWdgmsoft HVACWuto5awtVITAGLIANORES:VILLAGEARCH..np Calc=MJ8 Oriental Page 10 QlnelecAles;1»c VUh 2 Worksheet Job: //�� Date: By:- -- 1 ROom name GUESTSUrfE GALLERY 2 Exposed wall 16.0 It 19.0 It 3 Ceiling height 12.0 ft heatIcool 120 It heat/cool 4 Room dimensions 21.0 x -13.0 It 6.0 x 13.0 It 5 Room area 273.0 T 78.0 ft' TY Construction U-value Or HTM Area (W) Load Area (ft2) Load number (BtutVftz°F) (Btuh/ft') or perimeter (fl) (Btuh) or perimeter (ft) (Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool - - 6 13A-5ocs 0.125 n 3.50 2.22 - 36 36 126 80 72 57 200 127 1C-r1oms 1.270 n 24.36 17.62 0 0 0 0 - 0 0 - 0 0 IA-clom 1.270 n 35.66 34.77 0 0 0 0 0 0 0 0 1A-Glom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11 1A-Glom 1.270 n- 35.56 17.90 - 0 0 0 0 0 0 0 0 1OA-m 1.670 n 46.76 16.34 0 0 0 0 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0 15 0 533 522 11,10 0.600 n 16.80 17.40 0 0 0. 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 t2/ 12E-Osw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 T-G 1AcIom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 Vd 13A-5acs 0.125 ne 3.50 2.22 0 0 0 0 0 0. 0 0 L--G 1C-rloms 1.270 ne 24.36 17:52. 0 .. 0 0 0 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 156 136 476 303 IC-r1oms 1.270 a 24.36 22.42 0 0 0 0 0 0 0 0 10A-m 1.670 a 46,76 63.19 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 0 0 0 IAclom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 IA- tom 1.270 a 35.56 3223 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 8201 0 0 0 0 0 0 1AcIom 1.270 a 35.56 91.12 0 0 0 0 0 0 1A-elom 1.270 a 35.66 32.23 0 0 0 0 0 0 1A<Iom 1.270 a 35.66 91.12 0 0 0 0 0 1A�Iom 1.270 a 35.56 9 0 20 0 711 1822 11DO 0.390 a 10. 1 N 0 0 0 0 0 0 W 12E-Osw 0.068 e 1 _ 0 0 0 0 0 D W 12E-0sw 0.088 s i. 1 b 0 0 0 0 13A-sacs 0:125 s 3. 0 0 0 0 0 1AcIom 1.270 s 35. 0 0 0 0 1Aclom 1.270 s 35.5 _ .8. •3 ' 0 y5.0 '- 0 0 0 0 1A-olorn 1Ac1om- 1.270 1.270 s s 35.5 35.56 8 0 0 0 0 0 b 0 0 0 0 0 1Actom 1.270 s 35.56 1 0 A ,r'0 - 0 0 0 0 0 0 10A-m 1.670 s 46.76 7. 0 0 0 0 0 0 0 11DO - 0.390 s 10.92 . �. 1. 0 .0 0 0 0 0 0 0 VjJ 13A-5ocs 0.125 sw 3.50 222 0- 0 0 0 0 0 0 0 to -Glom 1.270 sW 35.56 30.69 0 0 0 0 0 0 0 0 ---G 13A-5ocs 0.125 w - 3.50 2.22 156 83 289 184 0 0 - 0 0 IC-rloms 1.270 w 24.36 22A2 0 0 0 0 0 0 0 IIAclom 1.270 w 35.56 91.12. 0 0 0 0 0 0 0 - 1A-Glom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 IA -Glom 1.270 w 35.56 24.23 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 53.19 0 0 0 AM 0 0 0 0 1A-clom 1.270 w 35.56 63.86 0 0 0 0 0 0 0 0 IA -Glom 1.270 w 35.56 - 57.47 0 •0 0 0 0 0 'IA -Glom 1.270 w 35.56 36.26 0- 0 0 0 0 0 0 0 1A-clomd 1.270 W 35.56 32.29 0 0 0 0 0 0 1Ac1om 1:270 W 35.56 32.23 0 0 0 0 0 0 10A-m 1.670 w 46.76 22.43 0 0 0 0 0 10A-m 1.670 w 46.76 14.43 0 0 0 0 0 0 0 8 c) AED excursion 1024 -295 Envelope loss/gain 3839 5617 2074 2663 12 a) Infiltration 250 72 297 85 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances (ai? 1200 0 0 0 0 Subtotal (lines 6 to 13) 4089 5689 2371 2748 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4089 5689 2371 2748 15 Duct loads 1 8% 18% 331 1011 8% 18% 192 488 Total room load I I 4419 1 6699 2562 3236 Air requiretl (rim) 0 290 0 140 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,� wrxg F�tsoft Right-SuBe Residen9al6.0.103RSR31845 2008-May-2911:50:57 C:1Pmgmm FileslWdghtsoRHVAC1AutoSave%VITAGLIANORES:MLLAGEARCH..np Calc=MJ8 Oriemat Page 11 'Ih AHU 3 Worksheet Job: Date: 1 Room name AHU 3 MASTER BEDROOM 2 Exposed wall 205.3 ft 24.0 It 3 Ceiling height 9.7 ft d 10.0 ft heaticool 4 Room dimensions 1.0 x 380.0 ft 5 Room area 1824.0 ft' 380.0 ft' Ty Construction U-value Or HTM Area (ftw) Load Area Load number (Btutvftz°F) (Btuh/112) or perimeter (ft) (Btuh) or perimeter (R) (Btuh) Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool 6 13A-Sots 0.125 n 3.50 2.22 352 326 1141 725 30 30 105 67 1C-r1oms 1.270 n 24.36 17,62. 20 0 487 352 0 0 0 0 1A-clom 1.270 n 35.56 34.77 6 0 213 209 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11 1Aclom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 10A-m 1.670 n 46.76 15.34 0 0 0 0 0 0 0 0 IA-ctom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11J0 0.600 n, 16.80 17.40 0 0- O 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 l4/ 12E-0sw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 `G 1Actom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 tR! 13A-5ocs 0.125 ne 3.50 2.22 : 45 25 88 56 0 0 0: 0 1C-rloms 1.270 ne 24.36 17.52 20 0 487 350 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 536 428 1498 952 0 0 0 0 IC -moms 1.270 a 24.36 22.42 36 0 877 807 0 0 0 0 10A-m 1.670 a 46.76 53.19 32 0 1496 1702 0 0 0 0 1OA-m 1.670 a 46.76 22A3 32 0 1498 718 0 0 0 0 1Aclom 1.270 a 35.56 91.12 e 0 284 729 0 0 0 0 • 1Aclom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 0 • 1Ac1om 1.270 a 35.56 82.01 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 91.12 0 0 0 0 0 0 • 1A-clom 1.270 a 35.56 32.23 0 0 0 0 IA-clom 1.270 a 35.56 91.12 0 0 0 1A-clom 1.270 a 35.56 91. 0 0 0 0 11DO 0.390 a 10.92 0 0 0 0 0 W 12E-0sw 0.068 a 1.90 0 A 0 0 0 W 12E-0sw 0.068 s 1.90 5 - 0- - 0 0 0 0 13A-5ocs -0.125 s 3.50 b.. 8 1 5 38 133 85 1Actom 1.270 s 35.66' 37. 2 '4 12-, 12. 427 417 1Ac1om 1.270 s 35.55 37. 0 0 _ -'-' 0 0 0 1Aclom 1A-Glom 1.270 1.270 s s 35.55 35.56 37. 37.8 0- 0- 0 0 0 0 0 0 0 0 1Actom 1.270 s 35.56 19.1 0 0 0 0 0 0 0 10A-m 1.670 s 46.76 7.98 ,. ---"0 0 0 --0 :. 0 0 0 11DO 0.390 s 10.92 11.31 -0 'f -- 0 0 0 _, 0 - _'0 0 .0 y/ 13A5ocs 0.125 sw 3.50 2.22 - .0 0 0 .0 10 0 0 0 �G tA� tom 1.270 sw 35.56 30.69 0 0 0 0 "0, 0 0 0 13A-5ocs 0.125 w 3.50 2.22 676 519 1815 '1154 - '160 95 331 211 IC-Homs U70 w 24.36 22.42 36 0 877 807 0 0 0 0 1Aclom 1.270 w 35.56 91.12 8. 0 284 729 0 0 0 1A-clom 1.270 w 35.66 91.12 20 0 711 1822 . 0 0 0 1A-clom 1.270 w 35.56 24.23 24' - 0 853 582 A003itj 0 853 582 1OA-m 1.670 w 46.76 53.19 41 0 1933 e 4 0 1933 2198 1Actom 1.270 w 35.56: "63.86 20 0 711 0 O 0 1Aciom 1.270 w 35.56 57.47 8 0 284ff 460 0 0 0 1A-clom 1.270 w 35.56 36.26 0 0 00 0 0 0 1Aclomd 1.270 w 35.55 32.29 0 0 0- 0 0 0 0 1AC1om 1.270 w 35.56 32.23 0 0 0 0 0 0 1OA-m 1.Go w 46.76 22.43 0 0 0 0 _0 0 0 1OA-m 1.670 w 46.76 14.43 _ 0 0 ol 01 0 6 c)AED excursion 1600 650 Envelope losslgain 26701 19303 4695 4209 12 a) Infiltration 2557 734 312 90 b) Roomvenfilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 28258 20727 5007 4299 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -0 0 0 0 14 Subtotal 28258 20727 5007 4299 15 Duct loads 13% 45% 3602 9405 13% 45% 638 1951 Total room load 31860 30132 5645 6250 Air required(crm) 0 1417 0 294 Printout certified by ACCA to meet all requirements of Manual J Sth Ed. �- wrxgFrtsoR Right -Suite Resider ial6.0.103RSR31845 2008-May-2911:50:57 C:1Progmm Files%WdghtsoftHVACWutoSaveMTAGLUWORES:VILLAGEARCH-mp Calc=MJ8 Oriental Page 12 Kno =111 Right-J Worksheet Job: AHU 3 Data: -- - -- ---- -- - -- ---- - - - - -- - -- -By: 1 Room name MATER BATH TOILET 2 Exposed wall 13.0 It 11.0 It 3 Ceiling height 10.0 ft heaycool 10.0 ft heallcool 4 Room dimensions 1.0 x 211.0 ft 1.0 x 44.0 ft 5 Room area 211.0 IP 44.0 W Ty Construction U-value Or HTM Area (ft9 Load Area (W) Load number (BtuhfWF) (Btuh/(t� or perimeter (ft) (BWh) or perimeter (it) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool - 6 11 13A-Sots 0.125 n 3.50 2.22 0 0 0 0 30 30 105 67 1C-r1oms 1.270 n 24.36 17.62 0 0 0 0 0 0 0 0 1Aclom. 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 1Aclom 1,270 n 35.56 34.77 0 0 0 0 0 0 0 0 11 1A-61om 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 10A-m 1.670 n 46.76 '15.34 0 0 0 0 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0. 0 0 0 0 0 0 11JO 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0. 0 W 12E-0sw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 --C 1Aclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 VN 13A-5ocs 0.125 ne 3.50 2.22 0 0 0 0 0 A 0 0 L-G 1C-rloms 1:270 ne 24.36 17.52 0 0 0 0 0 0 0 0 13A-Sots 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 IC-rloms 1.270 a 24.36 22.42 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 0 0 1Aclom 1.270 a 35.66 91.12 0 0 0 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 82.01 0 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 1A-clom 1.270 a 35.56 32.23 0 0 0 0 0 1Aclom 1.270 a 35.56 91 0 0 0 0 0 1Ac1om 1.270 a 35.5 1.12 0 0 0 0 1100 0.390 a 10. .3 0 0 0 0 0 w 12E-Osw 0.068 a 1.9 3 0 0 0 0 W 12E-Osw 0.068 s 1.9 0 0 0 0 0 0 13A-50cs '0.125 a 3.50 e 2 0 0 0 0 0 1Aclom 1.270 s 35.56 8- 0 0 0 0 0 1Axlom 1.270 s 35.56 - 0 - a 0 0 0 0 0 1A-clom 1.270 s 35.56 7. 0 0 0 0 0 0 1A-ctom 1.270 s 35.58 .8 -r 0 0 0 0 0 b 0 1Aclom 1.270 s 35.56 ..1 0 0 0 0 0 0 0 10A-m 1.670 . s 46.78 98 '0 0 0 0 0 0 0 0 11DO 0.390 s 10.92 1 .31 ..':-0 " 0 0 0 0 0 0 0 VN 13A-Sots 0.125 sw 3.50 2.22 0 0 0 0 0 0 0 LG 1A-clom - 1.270 sw 35.56 30.69 0 0 0 0 0 0_ e 13A-5ocs 0.125 - w 3.50 2.22 130 110 385 245 80 2 252 160 1C-r1oms 1.270 w 24.36 22.42 0 0 0 0 0 0 0 1Ac1om 1.270 w 35.56 91.12 0 0 0 000O) 0 0: 0 1Ac1om 1.270 w 35.56 91.12 0 0 0 0 0 0 1Aclom 1.270 w 35.56 24.23 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 53.19 0, 00 0 0 0 0 1Actom 1.270 w 35.56 63.86 20 0 1 277 0 0 0 0 1A-ctom 1.270 w 35.56 57.47 -0 0 '8 0 284 460 1Actom 7.270 w 35.58 36.26 - '0 0 0 0 0 1Aclomd 1.270 w 35.56 32.29 0 0 0 0 0 0 0 1A-ctom_ 1.270 w 35.58 32.23 0 0 - 0 0 0 10A-m 1.670 w 46.76 22.43 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 14.43 ' 0 0 0 0 0 01 0 6 c)AED excursion 453 149 Envelope loss/gain 1591 1975 1060 836 12 a) Infiltration 169 49 143 41 b) Roomventilatlon 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 1760 2023 1203 877 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbuton 0 0 0 0 14 Subtotal 1760 2023 1203 877 151 Duct loads 1 139/6 45% 224 918 13% 45% 153 398 Total room load 1994 2942 1356 1275 Air required (cfm) 01 13810 60 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A& wr-rrg F->,tsoR Right -Suite Residemial6.0.103RSR31845 2008-May-2911:50:57 C:1Pmgmm Files\Wdghtsoft HVAC1AutoSwelVITAGLIANO RES. VILLAGEARCH..ffp Calc= MJ8 Oriemat Page 13 M AHU 3 Worksheet Job: Date: -By:-- 1 Room name DRESSING BRIDGE 2 Exposed wall 0.0 it 22.0 It 3 Ceiling height 10.0 ft heatt000l 10.0 It heallccol 4 Room dimensions 5.0 x 12.0 ft 1.0 x 244.0 ft 5 Room area 60.0 ft' 244.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft�) Load number (Btuh/ft-°F) (Btuhnt� or perimeter (ft) (BWh) or perimeter (ft) (Btuh) Heat T Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocs 0.126 n 3.60 2.22 0 0 0 0 150 144 504 320 1C-rtoms 1270 n 24.35 17.62 O 0 0 0 0 0 0 0 1A-clom 1.270 n 35.56 34.77 0 0 0 0 B 0 213 209 1A-clom 1.270 n 35.56 34.77 0 0 0 D 0 0 0 0 11 1Aclonl 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 10A-m - 1.670 n 46.76 15.34 0 0 0 0 0 0 0 0 1Aclom 1.270 n 35.66 34.77 0 0 0 0 0 0 0 0 11.10 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 11D0 '0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 T--C 1A�lom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 4p1- 13A-5os 0.125 ne. 3.50 2.22 0 0 0 0 0 0. 0 0 ---G 1C-rl oms 1.270 ne 24.36 17.62 0 0 0 0 0 0 0 0 13A-5oce 0.125 a 3.50 2.22 0 0 0 0 60 210 133 1C-rloms 1.270 a 24.36 22.42 0 0 0 '0 0 0 0 1CA-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 1A-clom 1.270 a 35.56 91.12 0 0 0 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0. 0 0 0 1Aclom 1.270 a 35.56 8201 0 0 0 0 0 1Ac1om 1.270 a 35.56 91.12 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 1Aclom 1.270 a 35.56 91.12 e 0 0 0 1100 0.390 a 10.92 11.31 0 0 �-` 0 0 0 W _ 12E-0sw 0.068 a 1.90 1.35 0 0 0 0 0 0 w 12E-Osw 0.068 S 1.90 1.35 , 0_ ''�'� 0 0 0 0 13A-5ocs '0.125 s 3.50 2.22 0 0.v-' 0 10 10 '35 22 tA-ctom 1.270 5 35.56 37.88 �- yb 0 0 0 0 0 • to-ctom 1.270 s 35.56 37.88 0 0 0 0 0 0 0 • 1A-clom 1.270 s 35.56 37.88 0 0 0 0 0 0 0 • 1A-ctom 1.270 s 35.56 37.88 0 0 0 0 0 0 0 0 • 1A-clom 1.270 s 35.56 19.19 0 0 0 0 '0 0 0 0 1OA-m 1.670 s 46.76 7.98 0 0 0 0 0 0 0 0 11DO 0.390 s 10.92 11.31 0 0 0 D 0 0 0 U�/ 13A-5ocs 0.125 sw 3.50 2.22 0 0 0 0 0 0 0 0 LC IA-clom 1.270 sw 35.56 30.69 0 0 0 0 0 0 13ASocs 0.125 w 3.50 2.22 0 0 0 0 1C-rloms 1.270 w 24.36 22.42 0 0 0 0 0 • 1Actom 1.270 w 35.56 91.12 0 0 - 0 -0 1A-ctom 1.270 w 35.56 91.12 0 0 0 0 0 1 1.670 w 0 0 0 0 0 10A-m OA-m 1.670 w 46.76 46.76 53.79' 63.19 0 - 0 0 0 0 0 1A-ctom 1.270 w 35.56 63.86 0 �. 0 0 0 0 0 1A-ctom 1.270 w 35.56 67.47 0 0 0 0 0 0 to-ctom `1.270 w 35.66 36.26 0 0 0 0 0 D 0 0 lAclomd 1.270 w 35.56 32.29 0 0' 0 0 .0 0 0 0 • tAclom 1.270 w 35.56 32.23 0 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 22.43 0 0 0 0 0 0 0 0 t0A-m 1.670 w 46.76 14.43 0 0 0. 0 0 0 0 0 B c)AED excursion 1 0 -124 Envelope loss/gain 0 0 1810 582 12 a) Infiltration 0 0 286 82 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 3 690 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 0 0 2097 1354 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 978 663 14 Subtotal 0 0 3074 2017 15 Duct loads 13% 45% 0 0 13% 46%1 392 915 Total room load 0 0 1 3466 1 2932 Air required(dim) 0 0 0 138 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A&I, �tsofC RightSulle Residemial6.0.103RSR31845 2008-May-2911:50:57 C:1Pmgmm FileslWdghtsoft HVACNutoSaveWITAGLIANO RES: VILLAGE ARCH..ap Calc = MJ8 Oriental Page 15 /0 pu7cGAus, Inc gg 3 Worksheet Job: AHU Date: -By:- 1 Room name STUDY HALLWAY 2 Exposed well 17.0 ft 18.0 ft 3 Ceiling height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 237.0 ft 1.0 x 90.0 It 5 Room area 237.0 W 90.0 fN Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number (Btuh/ftz*F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool 6 13A-Sots 0.125 n 3.50 2.22 0 0 0 0 0 0 0 '0 1C-moms 1.270 n 24.36 17.62 0 0 0 0 0 0 0 0 1A-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0 -0 0 0 0 11 1Aclom. 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 1OA-m 1.670 n 46.76 15.34 0 0 0 0 0 0 0 0 1A-clom 1270 n 35.56 34.77 0 0 0 0 0 0 0 0 11JO 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 lq/ 12E-Om 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 `0 to-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 l4V 13A-5ocs 0.125 ne 3.50 2.22 0 0 0 0 0 0 0 0 �G IC-rloms 1.270 ne 24.36 V.52 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 120 88 308 196 1C-r1ams 1.270 a 24.36 22.42 0 0 0 0 0 0 0 0 10A-m 1.870 a 46.76 53.19 0 0 0 0 32 0 1496 1702 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 82.01 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 to -clam 1.270 a 35.56 91.12 0 0 0 0 11D0 0.390 a 10.92 11.31 0 0 - 0 0 0 W 12E-0sw 0.068 a 1.90 1.35 ,0 0 0 0 0 W 12E-0sw 0.068 s 1.90 1.35 0 0 0 13A-5ocs 0.125 s 3.50 2.22 20 0 0 60 210 133 tAclom 1.270' s 35.56 37.88 0 0 0 tActom 1.270 s 35.56 37.88 0 0 0 0 1A-atom 1.270 s 35.56 37.88 0 0 0 1Aclom 1.270 s 35.56 37.88 , °0 0 0 0 1Actom 1.270 s 35.56 19.19 `0 0 0 0 10A-m 1.670 s 46.76 7.98 0 - 0 0 0 0 0 11DO 0.390 s 10.92 11.31 0 0 0 0 0 0 0 <0 l4/ 13ASocs 0.125 sw 3.50 2.22 0 0 0 0 0 0 0 1A-clom 1.270 sw 35.56 30.69 0 0 .0 0 0 0 0 0 13ASocs 0.126 w 3.50 2.22 150 130 455 289 0 0 0 1Gr1oms 1.270 w 24.36 22.42 0 0 0 0 0 0 0 to-clom 1.270 w 35.56 91.12 0 0 0 0 0 0 tActom 1.270 w 35.56 91.12 20 - '0 711 1822 0 0 tAclom 1.270 w 35.56 24.23 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 53.19 0 0 0 0 0 0 1Actom 1.270 w 35.56 63.86 0 0 0 0 0 0 Mctom 1.270 w 35.56 57.47 0 0 0 0 0 0 1A-clom 1.270 w 35.56 36.26 0 0 0 0 '0 0 1Aclomd 1.270 w 35.56 32.29 0 0 0 0 0 1Aclom 1.270 w 35.56 32.23 0 0 0 0 0 0 10A-m 1.670 w 46.76 22.43 0 0 0 0 0 0 '10A-m 1.670 w 46.76 14.43 0 0 0 0 0 01 0 6 c) AED excursion 1 574 -110 Envelope loss/gain 1883 2730 2699 1921 12 a) Infiltration 221 63 234 67 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances ® 1200 0 0 0 0 Subtotal (lines 6 to 13) 2104 2793 2933 1988 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 2103 1366 -2933 -1988 14 Subtotal 4207 4160 0 0 15 Duct loads 13% 45% 536 1887 13% 45% 0 0 Total room lead 4743 6047 0 0 Air required (dm) 0 284 0 o Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr-.g MLsoR RI9MSUM Residential 60.103 RSR31845 2008-May-2911:50:57 C:1Pmgmm FileslW69htsoft HVACNutoSaveIVITAGLIANO RES.--VILLAGEARCH..np Calc= MJB Oriemat Page 16 30 NUh 3 Worksheet Job: Date: -By:- - - - --- --- 1 Room name BATH #4 ELEVATOR 2 Exposed wall 17.0 ft 12.0 it 3 Ceiling height 10.0 ft heat/000l 10.0 ft heat/cool 4 Room dimensions 11.0 x 6.0 It 6.0 x 6.0 ft 5 Room area 66.0 ft' 36.0 W Ty Construction U-value Or HTM Arear (ft� Load Area (W) Load number (ghrhrytz � (Btuh/ft') Or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross WPIS Heat Cool 6 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0- 0 0 0 0 1C-moms 1.270 n 24.36 17.62 0 0 0 0 0 0 a 0 1Aclom 1.270 It 35.56 34.77 0 0 0 0 0 0 0 0 1A-clom 1.270 n 35.66 34.77 0 0 0 0 0 0 0 0 11 1Aclom' 1.270 It 35.56 17.90 0 0 0 0 0 b 0 0 10A-m 1.670 n 46.76 15.34 0 0 0 0 " 0 0 0 0 1AcIom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11,10 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 11DO 0.390 It 10.92 11.31 0 0 0 0 0 0 0 0 1R/ 12E-0sw 0.068 n 1.90 1.35 0 0 0 0 0 0 0 0 __C 1Aclom 1.270 It 35.56 34.77 0 0 0 0 0 0 0 0 t__G 13A-5ocs -0.125 ne 3.50 2.22 0 0 0 0' 0 0 0 0 1C-r1omS 1.270 ne 24.36 17.52 0 0 0 0' 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 60 60 210 133 1C-rloms 1.270 a 24.36 22.42 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 0 0 0 IA-clom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 82.01 0 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 0 1A-clom 1.270 a 35.56 32.23 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 11DO 0.390 a 10.92 11.31 0 0 0 W 12E-0sw 0.068 a 1.90 1.35 0 0 0 0 W 12E-0sw 0.068 s 1.90 1.35 0 0 1 M-5ocs 0.125 s 3.50 2.22 ` 110 3' .60 210 133 1Aclom 1.270 s 35.56 37.88 0 0 0 1Aclom 1.270 s 35.56 37.88 0 0 "` 0 0. 0 1Aclom 1.270 s 35.56 37.88 0 0 a�.0 .0 0 0 1Aclom 1.270 s 35.56 37.88 0 0 0 0 0 0 1Ac1om 1.270 s 35.56 19.19 0 0 + 0 -� 0 0 0 0 10A-m 1.670 s 46.76 7.98 r 0 0 0 0 0 11DO 0.390 s 10.92 11.31 - 0 0 0 0 0 0 0 VN 13A-5 s 0.125 sw 3.50 2.22 0 0 0 0 0 0 0 --G 1Aclom 1.270 sw 35.56 30.69 0 0 0 0 0 0 0 0 13A-5ocs 0.125 w 350 2.22 60 52 182 116 0 0 0 1C-rloms 1.270 w 24.36 22.42 0 0 0 0 0 0 0 0 1A-Wom 1.270 w 35.56 91.12 8 0 284 729 0 Q 0 1Aclom 1.270 w 35.56 91.12 0 0 0 0 0co 0 -1AcIom 1.270 w 35.56 24.23 -' 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 53.19 0 0 0 0 0 0 0 to-ctom 1.270 w 35.56 63.86 0 0 0 0 0 0 lActom 1.270 w 35.56 57.47 0 0 0 0 0 0 0 to -Glom 1.270 w 35.56 36.26 0 0 0t- 0 0 to-ctomd 1.270 w 35.56 32.29 0 0 0 0 0 0 to -atom 1.270 w 35.56 32.23 0 0 0 0 0 0 10A-m 1.670 w 46.76 22.43 0 0 0 0 0 0 t0A-m 1.670 w 46.76 14.43 -0 0 0 0 0 61 c)AED excursion 207 -26 Envelope loss/gain 1498 1297 876 241 12 a) Infiltration 221 63 156 45 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 1719 1360 1032 286 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 885 245 -1032 -286 14 Subtotal 2604 1605 0 0 15 Duct loads 13% 451/6 332 728 13% 45% 0 0 Total mom load 2936 2333 0 0 Air.(cfm) 0 110 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr-ag F-�tsoR Right-Sufte Residential 6.0.103 RSR31845 2008-May-2911:50:57 C:1Pmgram FileslWdghtsoft HVACWutoSave%VITAGLDWO RES.-VILLAGE ARCH..np Calc=MJ8 Orientat Page 17 31 AHU 3 Worksheet Job: Date: - ----- - - - ---By=---- -- -- 1 Room name AHLW3 NEW STUDY 2 Exposed wall 0.0 ft 44.3 ft 3 Ceiling height 10.0 ft heall000t 8.0 ft heeycool 4 Room dimensions 3.0 x 5.0 ft 1.0 x 256.0 ft 5 Room area 15.0 ft' 256.0 W Ty Construction U-value Or HTM Area (W) Load Area (ft-) Load number (Btuh/fti°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross WP/S Heat Cool 6 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 72 52 182 116 IC-rloms 1.270 n 24.36 17.62 0 0 0 0 20 0 487 352 IAclom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 1Actom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11 to-clom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 • 10A-rn 1.670 n 46.76 15.34 0 0 0 0 0 0 0 0 • to-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11J0 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 11D0 0.390 n 10.92. 11.31 0 0 0 0 0 0 0 - 0 VN 12E-Osw 0.068 n 1.90 1.35 0 0 0- 0 0 0 0 0 �G to-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 VN 13A-5ocs 0.125 ne 3.50 2.22 0 0 0 0 45 25 88 56 `G 1C-rloms 1.270 ne 24.36. "17.52 0 0. 0 0 20 0 487 350 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 95 60 210 133 1C-rloms 1.270 a 24.36 22.42 0 0 0 0 36 0 877 807 10A-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 0 0 0 1A-ctom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 1Actom 1.270 a 35.56 3223 0 0 0 0 0 0 1Actom 1.270 a 35.56 8201 0 0 0 0 0 0 1Actom 1.270 a 35.58 91.12 0 0 0 0 0 0 0 1Actom 1.270 a 35.56 32.23 0 0 0 0 0 0 1Actom 1.270 a 35.56 91.12 0 0 0 0 0 1A-ctom 1.270 a 35.56 91.12 0 0 0 0 11 DO 0.390 a 10.92 11.31 0 0 0 W 12E-Osw 0.068 a 1.90 1.35 0 0 0 W 12E-Osw 0.068 s 1.90 1.35 0 0 0 0 13A-Sots 0.125 s 3.50 2.2 0 N ;n 0 0 0 to-clom 1.270 s 35.56 37.88 0 0 0 0 IA-clom 1.270 s 35.56 37.88 0 0 0 0' 0 0 IActom 1.270 s 35.56 37.88 0 .A' 0 .. 0 0 0 1Aclom 1.270 s 35.56 37.88 0 0 0 0 0 0 1Aclom 1.270 s 35.56 19.19 'o �, 0 0 : - - 0 0 0 10A-m 1.670 s 46.76 7.98 0 _ 0 0 0 0 0 0 11D0 0.390 s 10.92 . 11.31 0 ._ . 0 0 = 0 0 0 0 VN 13ASocs 0.125 sw 3.50 2.22 0 0 0 0 0 0 0 �G 1Actom 1.270 sw 35.56 30.69 0 0 0 .0 0 0 0 13A-5ods 0.125 w 3.50 2.22 0 0 0 0 96 60 210 133 1C-rloms 1.270 w 24.36 22.42 0 0.:0 0 36 0 877 807 1A-ctom 1.270 w 35.56 91.12 0 ,0 0 0 0 0 0 0 1A-ctom - 1.270 w 35.56 91.12 0 ",o 0 0 0 0 0 0 1A-ctom 1.270 w 35.56 24.23 0_ 0' 0 0 0 0' 0 10A-m 1.670 w 46.76 ' 53.19 0 0 0 0 0 0 0 to-clom 1.270 w 35.56 63.86 0 ..0 0 0 0. 0 1A-clom 1.270 w 35.56 57.47 0 0 0 0 0 -0 to-clom 1.270 w 35.56 36.26 0 0 0 0 0 0 IAclomd 1,270 W 35.56 32,29 0 0 0 0 0 0 to -Glom 1.270 w 35.56 3223 0 0 0 0 0 0 10A-m 1.670 w 46.76 22.43 0 0 0 0 0 10A-m 1.670 w 46.76 14.43 0 O 0 0 0 0 0 6 c) AED excursion 11%0 1 -122 Envelope loss/gain 0 0 5978 3606 12 a) Infiltration 0 0 461 132 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances 1200 0 0 0 0 Subtotal (lines 6 to 13) 0 0 6439 3738 Less external load 0 0 0 0 Less transfer 0 0 a 0 Redistribution 0 0 0 0 14 Subtotal 0 0 6439 3738 15 Duct loads 13% 45% 0 0 13% 45% 821 1695 Total room load 0 0 1 7260 1 5434 Air required (cfm) 0 0 0 256 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr-ag F-�LsoFt Right -Suite Residential 6.0.103 RSR31845 20Oa-May-2911:50.57 ' C:1Pmgmm FleslWdghtsaft HVACIAutoSavelVITAGLa1NORES:VILLAGEARCH.. p Calc=MJ8 Oriemat Page 18 QUIC&CA 6S, C. Job: AH Worksheet FF1I Date: 1 Room name AHU85 GARAGE 2 Exposed wall 97.0 ft 97.0 ft 3 Ceiling height 8.4 ft d 8.4 ft heat/cool 4 Room dimensions 1.0 x 817.0 ft 5 Room area 817.0 W 817.0 W Ty Construction U-value Or HTM Area (ft9 Load Area (ft-) Lead number (Btuh/ftMF) (Btulvft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 13A-5ocs 0.125 n 3.50 2,22 311 95 332 211 311 95 332 211 IC-rloms 1.270 n 24.36 17.62 0 0 0 0 0 0 0 0 to -Glom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 1A-ctom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11 1Actom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 10A-m 1.670 n 46.76 15.34 0 0 0 0 0 0 0 0 to-clom 1.270 n 35.56 34.77 0 0 0 "' 0 0 0 0 0 11.10 0.600 - n 16.80 17.40 216 216 3629 3758 216 216 3629 3758 11D0 0.390. n 10.92 11.31 0° 0 0 0 0 0 0' 0 l4/ 12E-0sw 0.068 n 1.90 1.35 . 0 0 0 0 0 0 0 0 T-G 1A-ctom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 lq/ 13A-5ocs 0.125 ne -3.50 2.22 0 0 0 0 0 0. 0 0 1--G 1C-rloms 1.270 ne 24.36 17.52 01 0 0 0 0 0 0 -0 13A-5ocs 0.125 a 3.50 2.22 210 173 607 386 210 173 607 386 1C-moms 1.270 a 24.36 22.42 0. 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 32.23 18 0 652 591 &a 0 652 591 1Aclom 1.270 a 35.56 82.01 9 0 326 --.-75Z MM 0 326 752 1Aclom 1.270 a 35.66 91.12 9 0 326 83 -9 0 326 835 1Aclom 1.270 a 35.56 32.23 0 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 tAclom 1.270 a 35.56 91.12 0 0 CA 0 0 0 11DO 0,390 a 10.92 11.31 0 . 0 0 0 0 W 12E-0sw 0.068 a 1.90 1.35 0 0 0 W 12E-0sw 0.068 s 1.90 1.35 0 0 0 0 0 13A-5ocs 0.125 s 3.50 2.22 27 - ¢' 2 0 ' 945 601 tAclom 1.270 s 35.56 37.88 = 0 0 0 tAclom 1.270 s 35.56 37.88� 0 0 0 IIActom 1.270 s 35.56 37.88 0 0 .v>"0. 0 0 0 to-ctonn 1.270 s 35.56 37.88 0 '0 .•✓ 0 0 0 0 tActom 1.270 s 35.56 19.11 0 - 0 0 0 0 0 10A-m 1.670 : s 46.76 7.98 �,..-0 0 0 0. 0 0 i1D0 0.390 s 10.92 11.31 y262 271 '24 '.. 24 262 271 4Ar 13A-5ocs 0.125 sw 3.50 2.22 0 0 0 0 0 0 �G 1Ac1om 1.270 sw 35.56 30.69 0- 0 0 0 0 0 0 0 . 13A-5ocs 0.125 -w 3.50 2.22 0 0 _ 0 0 _ 0. 0. -0 . 0 1C-r1oms 1.270 w 24.36 22.42 0 0 0 0 0 0 0 0 lAclom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 1Aclom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 1Aclom 1.270 w 35.66 24.23 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 53.19 0 0 0 0 0 0 0 1Aclom 1.270 w 35.56 63.86 0 0 0 0 0 0 1Aclom 1.270 w 35.56 57.47 0 0 0 0 0' 0 1Aclom 1.270 w 35.56 36.26 0 0 0 0 0 0 0 1Aclomd 1,270 w 35,16 32.29 0 0 0 0 0 0 0 1Ac1om 1.270 w 35.56 32.23 0 0 0 I 0 0 0 10A-m 1.670 w 46.76 22.43 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 14A3 0 0 0 0 0 0 0 61 c) AED excursion 3 327 Envelope loss/gain 5 9662 10655 9662 12 a) Infiltration 1060 304 1060 304 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 11115 9966 11115 9966 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11115 9966 11115 9966 15 Duct loads 11% 32% 1193 3217 11 % 325/6 • 1193 3217 Total room load 12309 13183 1 12309 1 13183 Airrequired(ctm) 0 609 0 600 Printout certified by ACCA to meet all requirements of Manual J Sth Ed. wr'tgF-�tso'Ft Right -Suite Residential 6.0.103 RSR31845 2008-May-2911:60:57 AM C:1Program Files%Wnghtsoft HVACVAutoSaveIVITAGLIANO RES:VILLAGE ARCH..rrp Calc=MJ8 Oriemat Page 19 153 vtr,-xo�lc5,mc. R]phUt#I WOrksheet Job: Date: By:- - -- - - - 1 Room name AHLI#4 STAIRS. 2 Exposed wall 94.0 ft 4.0 ft 3 Ceiling height 10.0 It d 10.0 ft hmt(cool 4 Room dimensions 11.0 x 4.0 It 5 Room area 390.7 112 44.0 W Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number (Btuh1WF) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPIS Heat cool Gross WP/S Heat Cool 6 IV 13A-5ocs 0.126 n 3.50 2.22 0 0 0 0 0 0 0 0 IC-rloms 1.270 n 24.36 17.62 0 0 0 0 0 0 0 0 to-ctom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 to-ctom 1.270 n 35.56 '34.77 0 0 0 0 0 0 0 0 11 1Aclom 1,270 n 35.56 17.90 0 0 0 0 0 0 0 0 10A-m 1.670 n 46.76 15.34 0 0 0 0 0 0 0 0 1Acloin 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11.10- 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 Ve/ 12E-0sw 0.068 n 1.90 1.35 240 216 411 292 0 0 0 0 �--G 1Aclom 1.270 n 35.56 34.77 24 0 853 835 0 0 0 0 13A5ocs 0.125 ne 3.50 2.22 0 0 0 0 0 0 0 0 • 1C-rloms 1.270 ne 24.38 17.52 0 0 0 0 0 0 0 0 13A5ocs 0.125 a 3.50 2.22 0 0 0 0 a 0 0 0 1C-r1oms 1.270 a 24.36 22.42 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 22.43 0 0 0 0 0 0 1Actom 1.270 a 35.56 91.12 0 0 0 0 0 0 1Ac1om 1.270 a 35.66 32.23 0 0 N, 0 0 0 1Aclom 1.270 a 35.56 82.01 0 0 0 0 0 IA-clom 1.270 a 35.56 91.12 0 0 0, 0 0 0 1Aclom 1.270 a 35.56 32.23 0 0 0 0 • 1Aclom 1.270 a 35.56 91.12 0 0 0 • 1A-clom 1.270 a 35.56 91.12 0 0 11DO 0.390 a 10.92 11.31 0 0 -(j :"0 0 0 W 12E-0sw 0.068 a 1.90 . 1.35 4 ,,�',. -0 0. 0 W 12E-0sw 0.068 s 1.90 1.35 40 5 0 0 0 0 13ASocs 0.125 s 3.50 2.22 0 w.-�"F 0' 0,- 0 0 1Ac1om 1.270 s 35.58 37.88 0 1 0.- 4 :,..0 .' 0 0 lA-clom 1.270 s 35.56 37.88 0 0 y 0 0 -. 0 0 0 1Aclom 1.270 s 35.56 37.88 , 0 0 .. '` 0- 0 0 1Aotom 1.270 s 35.56 37.88 .� 0 0 0: -.0 0 0 to-ctom 1.270 s 35.56 19.19 0 0 0 0 •0 0 t0A-m 1.670 s 46.76 7.98 0 '0 0 .0 0. 0 0 0 11D0 , 0.390 s 10.92 11.31 0 0 `' 0 0 0 - 0 0 0 13A-5ocs 0.125 sw 3.50 2.22 0 0 0 0 0 0 0 0 to -clam 1.270 sw 35.56 30.69 0 0 0 0 0 0 0 0 13A-Socs 0.125 w '3.50 -2.22 0 -0 +, 0 0 0 0 0 0 1 G-rl oms 1.270 w 24.36 22.42 0 -`0 0 0 0 0 0 0 1Aclom. 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 1Aclom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 1Ac1om 1.270 w 35.56 24.23 0 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 53.19 0 0 0 0 0 0 0 0 1Aclom 1.270 w 35.56 63.86 0 0 0 0 0 0 0 0 IA-blom 1.270 w- 35.56 57.47 0 0 0 0 0 0 0 IA-clom 1.270 w 35.56 36.26 '00 0 0 0 0 0 1Aclomd 1.270 w 35.56 32.29 0 0 0 0 0 0 0 1Aclom 1.270 w 35.56 32.23. 0' 0 0 0 0 0 0 10A-m 1.670 w- 46.76 22.43 0 0 0 0 0 0 0 10A-m 1.670 w 46.76 14.43 0 0 0 0 0 0 6 c) AED excursion 0 0 Envelope losstgain 2 228 54 12 a) Infiltration 351 52 15 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 7 NON 1610 0 0 Appliances 1200 4% 4800 0 0 Subtotal Qines 6 to 13) 7395 8835 280 69 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7395 8835 280 69 15 Duct loads 1 79% 1 17% 532 1466 7% 17% 20 11 Total room load 7927 10301 30D 81 Air required (dm) 0 4461 0 3 Printout certified by ACCA to meet all requirements of Manual J Sth Ed. w�91-i>rSofC RIghtSuite Residengal6.0.103 RSR31845 2008-May-2911:50:57 C:1Pmgmm FleslWrightsoft WAC1AutoSweMTAGLIANORES-VILLAGEARCH..rrp Calc=MJB Oriental Page 20 PM RRight- Worksheet Job: Date: By: _ 1 Room name OFFICE BATH#2 2 Exposed "11 49.0 ft 25.0 ft 3 Ceiling height 10.0 ft heat/cool 10.0 ft heat/000l 4 Room dimensions 1.0 x 211.0 It 1.0 x 80.7 ft 5 Room area 211.0 ft' 80.7 ft' Ty Construction U-value Or HTM Area (112) Load Area Load number (Btulth'*F) (Btuh/ft°) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heal Cool 6 W 13A-5as 0,125 n 3.50 2.22 0 0 0 0 0 0 0 0 1C-r1oms 1.270 n 24.36 17.62 0 0 0 0 0 0 10 " 0 1A-clom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 1A-clorn 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 11 1ACiom 1.270 n 35.56 17.90 0 0 0 0 0 0 0 0 1OA-m 1.670 n 46.76 15.34 0 0 0 0 0 0 0 0 1Aclom 1.270 n 35:56 34.77 0 0 0 0 0 0 0 0 IIJO 0.600 n 16.80 17.40 0 0 0 0. 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 t-C 12E-Osw 0.068 n 1.90 1.35 130 118 225 ISO 110 98 187 133 1Aclom 1.270 n 35.56 34.77 12 0 427 417 12 0 427 417 VN 13A-56cs 0.125 ne 3.50 2.22 0 0 0 0 0 0 0 0 �C 1C-moms 1.270 ne 24.36 17.52 0 0 0 0 0 0 0 .0 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 IC-rioms 1.270 a 24.36 22.42 0 0 0 0 0 0 0 0 10A-m 1.670 a 46.76 53.19 0 0 0 0 0 0 0 0 l0A-m 1.670 a 46.76 22A3 0 0 0 0 0 0 0 0 IActom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 IAclom 1.270 a 35.56 32.23 0 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 82.01 0 0 0 0 0 0 0 IAclom 1.270 a 35.56 91.12 0 0 0 0 0 0 IA-clom 1.270 a 35.56 32.23 0 0 0 d 0 0 0 IAclom 1.270 a 35.58 91.12 0 0 0 0 0 1AcIom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 11 DO 0.390 a 10.92 11.31 0 0 0 0 W 12E-Osw 0.068 a 1.90 1.35 190 2 76 54 W 12E-Osw 0.068 s 1.90 1.35 130 7 0 '0 13A-Sots 0.125 s 3.50 2.22 0 0 to-clorn 1.270 s 35.56 37.88 0%"0 0 0 IAclom 1.270 s 35.56 37.88 .r" 0 0 0 1A-Glom 1:270 s 35.56 37.88 0 0 _ 0 0 0 1A-ctom 1.270 s 35.56 37.88 0 0 _ ,, 0l 0 `0 ;' - 0 1A-diom 1.270 5 35.56 19.19 10 0 0 0 0 1OA-m 1.670 s 46.76 7.98 0 0 .. 0 '. 0 11 DO 0.390 s 10.92 11.31 1 - ,�'0 0 0 0 - .0 0 W/ 13A-6acs 0.125 sw 3.50 2.22 1 ii 0 0 0 ' " 0 0 �C IA-clom 1.270 sw 35.56 30.69 0 / 0 0 0 .0 0 0 13A-5ocs 0.125 w 3.50 2.22 0 , 0, 0 0 0 0 0 0 IC-rloms 1,270 w 24.36 22.42 0 O 0 0 0 0 0 1A-clom 1.270 w 35.56 91.12 0 ,%, 0 0 0 0 0 0 0 1Aclom 1.270 w 35.56 91.12 0 0 0 0 0 0 1Aclom 1.270 w 35.56 24.23 0 0 O 0 0 0 0 10A-m 1.670 w 46,76 63.19 0 0 0 0 0 0 IA-blom t270 w 35.56 63.86 0 0 0 0 0 IA-olom 1.270 w 35.56 57.47 0 0 0 0 0 0 IAclorn 1.270 w 35.56 36.20 0 0 0 0 0 0 to-clomd 1.270 w 35.56 32.29 0 0 - 0 0 0 0 to-ctom 1.270 w 35M 32.23 0 IS 0 0 0 0 0 t0A-m 1.670 w 46.76 -46.76 22.43 00 R 0 .0 0 0 t0A-m 1670 W 14.43 0 0 0 -. 0 0 0 O 6 c)AED excursion 0 0 Envelope loss/gain 3200 1064 1830 739 12 a) Infiltration 638 183 325 93 b) Room ventilation 0 0 0 0 13 Internal gains: OCWpants @ 230 4 920 0 0 Appliances @ 1200 3 3600 1 1200 Subtotal (lines 6 to 13) 3838 5767 2166 2033 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3838 5767 2156 2033 151 Duct loads 7%1 17%1 276 957 7% 17% 155 337 Total room load 4114 6724 2311 2370 Air required(cfm) 0 291 0 103 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr�g1-rLsofC RightSufte Residential 6.0.103 RSR31845 2008-May-2911:50:57 `CAProgram FileslWrigtdsoft HVACIAutoSaveIVITAGLIANO RES.-VILLAGE ARCH..np Cate =We Odentat Page 21 35 Qu1cKaArGs, `e. AjphUt-J Worksheet Job: Date: -By:-- 1 Room name CLOSET 2 Exposed wall 16.0 It 3 Gelling height 10.0 ft heaticool 4 Roam dimensions 11.0 x 5.0 ft 5 Room area 55.0 ft' Ty Construction U-value Or HTM Area (ft-) Load Area Load number (Btuhit-'F) (Btulff) or perimeter (ft) (Btuh) or perimeter Heat I Cool Gross WPIS Heat Cool Gross NIPIS Heat Cool 6 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 1c-rloms 1.270 n 24.36 1T62 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0' IAclom. 1.270 n 35.56 34.77 0 0 0 0 11 1AcIom 1.270 n 35.56 17.90 '0 0 0 0 10A-m 1.670 n 46.76 15.34 0 0 0 0 1AcIom 1.270 n 35.56 -16.80 34.77 0 0 0 0 11J0 0.600 n 17.40 0 0 0 0 11D0 0.390 n 10.92 11.31 0 0 0 0 M/ 12E-Osw 0.068 n 1.90 1.35 0 0 0 0 `G 13A- om n 33.50 32.22 0 0 0 0 Y ocs 0.125 ne 3.36 2.22 0 0 0 0 �i IC-rloms IC-r1 1.270 24.36 12.52 0 0 - 0 0 13A-5ocs 0.125 a a 3.36 2.42 0 0 0 0 1 s 1.270 1.270 a 0 0 0 OA-m 10A-m 1.670 a 46.36 46.76 53.19 0 0 1.270 a 22.43 0 IA-cl 1Aclom 1.270 a 35.56 35.56 01.12 0 ' 1Aclom 1.270 a 35.56 32.23 0 1Aclom 1.270 a 35.56 82.01 0 , 1AcIom 1.270 a 35.56 91.12 0 1Aciom 1.270 a 35.56 32.23 32.23 0 0 0 1Aclom 1.270 a 35.56 91.12 0 1Aclom 1.270 a 35.56 91.12 0 0'. 11D0 0.390 a 10.92 11.31 w 12E-0sw 0.068 a 1.90 1.35 0 0 w 12E-Osw 0.068 s 1.90 1.35 110 • 0 ' 13A-5ocs 0.125 s 3.50 2.22 0 0 1A<Iom 1270 s 35.56 37.88 0 0 1AcIom 1.270 s 35.56 " 37.88 0 - '- tAclom 1.270 s 35.56 37.88 0 -0 IA-clom 1.270 s 3&56 37.88 0 0 - 0 ' to-clom 1.270 s 35.56 19.19 0 0 0 0 IOA-m 1.670 s 46.76 7.98 0 0. 0 11D0. =0.390 s 10.92 11.31 0 0 0 1�(/ 13A-5ocs 0.125 sw 3.50 2.22 0 0 0 0 `C 1Aclom 1.270 sw 35.56 30.69 0 0 0 0 13A-5ocs 0125 w 3.50 2.22 - 0 0 0 0 _ iG-rloms 1,270 w 24.36 22.42 0 -0 0 0 1Aclom 1270 w 35.56 91.12 0 0 0 0 1Aclom 1.270 w 35.56 91.12 0 0 0 0 1Aclom 1.270 w 35.56 24.23 0 0 0 0 10A-m 1,670 w 46.76 53,19 0 0 0 0 - 1Ac1om 1.270 w 35.56 63.86 0 0 0 0 1ACIom 1.270 w 35.56 57.47 0 0 0 0 IActom 1.270 w 35.56 36.26 0 0 0 0 IActomd 1.270 w 35.56 32.29 0 0 0 0 1Aciom 1.270 w 35.58 32.23 0 0 0 0 10A-m 1-.670 w 46.78 22.43 0 0 0 0 10A-m 1.670 w 46.76 14.43 0 0 00 6 -C)AED excursion 0 Envelope loss/gain 913 217 12 a) Infiltration 208 60 b) Room ventilation 0 0 13 Internal gains: Occupants@ 230 3 690 Appliances 1200 0 0 Subtotal (lines 6 to 13) 1121 966 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1121 966 15 Duct loads 7% 17% 81 160 Total mom lead 1202 1127 Air required(cfm) 0 49 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. lak w�9f-�Lsoft Right-Sufte Residential 6.0.103 RSR31845 2008-May-2911:50:57 C:IPmgmm FileslWdghtsoft HVACIAutoSavel%nTAGLIANORES.-VILLAGEARCH..up Calc=MJB Odemat Page 22 ELEVFTOR PDADEa HPLL MMGRMM BREN(FASTIFAMILY PANTRY I(IfCHEN tAUNWY Job M Performed for: VITAGLIANO RESIDENCE LOT G, RIVER POINTE VILLAGE ST. LUCIE COUNTY, FLORIDA QUICK CALCS, INC. 317 ST. LUCIE LN. Phone:772-466-6799 GARAGE Scale: 1 : 170 Page 1 Right -Suite Residential 6.0.103 RSR31846 2008-May-29 11:51:55 ram Fles\Wrightsoft Fh NWSi HISWIC MATER BATH MAB BEDROOM MDY MAT I E ATOR, Job M Performed for: VITAGLIANO RESIDENCE LOT G, RIVER POINTE VILLAGE ST. LUCIE COUNTY, FLORIDA 2ND FLOOR QUICK CALCS, INC. 317 ST. LUCIE LN. Phone: 772-466-6799 BATHY3. 0WIM BTAIRB CLOBET Scale: 1 : 170 Page 2 Right -Suite Residential 6.0.103 RSR31845 2008-May-29 11:51:55 am Files\WdghtsoR H\