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HomeMy WebLinkAboutSUBMITTED DOCUMENTS2125' I U75' I Zf25' (DPANEL ©a IV x _ h HEADED! SLYE: J/6' � I• 03 " Idoz. `U` ayl ) OUT S : 4/6" - r' • UAX CONCRETE ANLT70RS (SEE 9 W CHEL(IIE) .s a"M 1 CCWCRE7E ANCHORS STORM PARR TYPICAL EL��'bFIOf 1/4' Af= GAP r/a' m= CAP I © iFD PAfl2 Nlu,trs �r0a f/YSSL' S Irv 7/6' X 3/2' WWG ]lQ PANS O 9_1 f9' 7-125' i V5 HALF pAREL -,M : 4/6' - T. ® mU" HEADER S . J/6" - T• Q REYFRSED €P 6C€ ^f ZC.Y .09.Y S S SiID fMim l0 o"' .MTGLE P SFNCWiS o � 9NIIN ON SELTNYq O ti SfE REEVE 1 0 200� rbT' 3` ANGLE BUILD OUT BRACKET . . SCALE: W. F. r. STOW PANEL HAS BEEN OESICNEO W ACCORf1M10E YAM ME AtLglfT DADE BUICOUNTY, r994 EDDXXr OF THE " SOM FLORIDq LOING COVE. DESIGN MO COALS 5'£LrLL BE OETERAINED AS PER BECKON 6 OF AXE 7-11, W/M ... mph B49C WND BEER STOW[ PANELS ADEOUACY FOR IBWCTAND EATO E •�-S3TANf, TiAS �� SECDO'S =1 E ZJT4 RESPECNAZY Q� TW ABOVE /.(E/OANX COVE AS VV X U IN A R�RT (:. Ot25.0r-00. Z 'VV STEEL a 0E ALPINE PANELS MXL N4W SIRUCOURAL OU4JT, A ALST SQ CM E 40, WW O-4O CALYAWZED STEEL DE5ICNAOfk7 & Fj- 52.3 k.0 (AFTER ROLLED) a ALL ALUMINUM DTRUSfONS S AU BE 067-T6 ALLOY UNLESS OVISW SE R07EB. 4. ALL SCWK-� W BE STNMLSS STED.-J04 OR..JI6 SaL,-, IT BOLTS TO BE 2024-T4 ALL'MHW ALLOY, C44MAMaED OR SHINES- STED. WBR J6 ksi HINIWM ITELD Pof 6. ANCHO.RS TO WfACL SHALL BE AS FVL DiM (UNLESS OaUMSE NOrW) ('V TO EUSHNG POURED CONCREr[ r MPCO S k /G4,p-SET' WCONS As NWUrACTURED BY p./Bal r.Y../EIWLDEx / METE -FLEX S-f ANCHMS AS MWUFACRJRED BY EiCO TEL 1/4' 6 z 7%B' GLJC-N AHCNO46 1%q-/ a,, male # Iamak PANEIAGI7� Eli 1/1" f QCO male TANE21[4TE PLUS' AS YAM.PAClURy BY POWER FASfEWVCS INC. ANO ELW TEXIROX RZCPECTaay - JIB- C RED HEAD 0rm5vLr sLmE AAC vRy AS JWT AACTURED OY LYP EIUPIIEX NOTES A J) ATENAlE1K L7A80NENT M70 POURED EXNCRM OF TAPCOM ANCHOR OR CR _n_f ' SS{ 15 7 J/4 FOR QCO PNaMTES N 2. FOR Ro WW ODNBCT7 IS r 1/2. FOR ELCO mda 719M1aMTE PLUS' TS 2. A2) 7/6' CALK-N ANCHORS MALL BE FNT,3ar EMEMO D WD Tli` PoURID LC1YO?ETE hP WTO � UWW STALL BE R WNLL D. 1/4• 1-20"o STU SCREXS' USED M94L BE 1 T/2' LONG T MUm SNO STaWaMUCCO CCO EATS[ AND r' turruB.pt FOR wALLs mr7r No sTLcm. OR FLOOD( ANC 0TY MALL (E LONGS �Cal E PANES; PARRS BE fDWYD-ON'TE/E EUSRH^ y/A(r StE^LL RE AS 1NLYGI7ID ON NOTES RTElA7lRTI ro RFAaf Bi LWN STR=U E BUM SUCIL PANED ANCHO2 aG AZ) ABOVE (B) 70 DMWG CONCRETE BLOCK IRAUt - !%S• / rAPCONS d WX. SET ]APC0= AS A"WFACNRED BY LT.F/BaWa 0 a?EX-ETFX SS ANCNGRS AS NWRJFACTURED BY QCO rDapoY - 1%I' p s 7/8' CALK-N ANCHORS OR r%S' a QO] , k Tamuly TAN'' ma OR t/S' 6 EECO male TANE(ANTE FLUB' AS AANL'FAMREO Or POYdW FASTENINGS, INC AW ELCD TEa'R W. RZr, E, NrZY. - -7/6' P RED HEN D77YBar SLEEVE ANCIE0.4S As ANUFACMLp BY LT.w. BUI(L£X NOTES, D IYK^BaT AND CRETE-FLE.y T Q� PANESAL(r[ QOp mah 7ANtiALOE PLUM, RED HFAq 82 7 B' CALK �' lNID TEE CONCRETE fTOCK ENT SHALL HE 7 1%4; % -IN ANalORS MWL BE DUARELY EATBEDaD WO 7NE CONOZEIE BOCK WT LAl no E S" ENr NTO STUCCO SH4L BE PER&nM. r/I' 0-20 SCROM USED SHALL RT 1 t/r LONG STucco EATS[ AND !' l�N FDR IDYLS WITH NO STUCCO B-]) N ELSE OWF PRECAST Sl"W OR FlMtL T COMNETE PANELS BE FDVND ON OE UX C W.0 , ANCOORS 9i4LL BE LONG ENOUGH TO RFACTE THE U6gW 57RWWRE BERl1N SUCH PANELS AN(NQWLE STULL BE AS wac AIEv ON NOTES W B.1) d O2) ABO.E (C) ANCHORS SHALL RE 1143T- M FOLLDWC ALL CP 77E RELD.MMENO4TKWS AND SPEOFlCA ANai3rWAVF7URD- 710.N5 OF THE .S AC T. PARRS AXY ALSO BE WSTAUFD HOR2MTALLr FOLLOWNG. ASWLAROY DEFIES SWIM ON SECRONS 1 THRU f 6 (5NEET 2 d J OF 9) E.xco r TN4r E140EIS .Z J & 4 SH4Q NOT BE USED. E S IT SN4LL BE TIE RESPONABR/(r OF THE CONTRACTOR TO n< E fR.P.WE4' ME SIP.UC/URE W1iO7E SNUIIER 15 TO BE ATrCHED TO MSJW PRCY}7T ANCRWAGE THIS S7%EHiFi THNEESOR SNKC ONLY BE ATTACHED 7 LDNCf?C.M BLOCK OR WOWFFN&E BUL[WGS 0 - 4-ST7lRrER KNIUFACTUREY L4BQ SHALL BE` PIKED AT BOTTOM. of EACH PAJifL - LABEL .SHALL READ AS FOLLOWS E45MW UErAL SUPPLY, BED. WE WORRL FLORM4 - RAW DACE COIIMY PRODUCT CONTROL A°H704ER ® STUDDED ANGLE D4J ' _LL `ul= �/ l ].srs- i _ @ _KEY HOLE AT PA t = Min..05' 6 ME r KEY HOLE Yr'F45HER -�� sruc E! DIE cast zwc NICM PLATED WING NUi Jros-Nrx a�,,,. ,ernr J/f- _ f • .rzs• 0 FT 0 o �e it _L'ECOCI~C. B w ��J L'l)I,� i� _ APPROVED AS COY -PLYING WITH THE SOUioigg�� ODE DAT BY :PRODUCT$0PITROL DIVISION BUILDING CODE COMPUA14GE OFFICE ACCEPTANCE NO.CYJ-O j . b 24 CAGE GALVANIZED BERTHA STEEL STOPm PANELS WAML {(DADE COUMY j AS SHOWN t Sc4L T/)O/00 E STERAf -METAL SUPPLY INC Cur CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS L/ wn[ (SEE SCHEDULE) ANCHORS —} (CONCRE7ESEE M� POURED I POURED CONCRETE CLNJCREE REWIRE I I POURED REQUIRED� S EDURLD I 2 coot. i - - (SEE SCHEOpLEJ I - _ I - - FOR ){LNIMuIL (SEE SCHmi&E) SEPAPWJON 'S• I j FOR wwMUK I a I I 70 GLASS� PDIMm� CONCREIE D4 CONamm BLOCK WALL REQUIRED I � I -20 k 7 I VI2 O/E1cRY� I " SS ILS w x 1�T• LP P AUDSPAN I !!W_M—HUT a/�•IZ i 6 i 2V f PC M2uH4N I d ul F7MSHm w4LL i I 7/4• I-20 I 3/{• BOLTS s �nav Y TO CLASS 7718 Nt V/,x- / ///// I 12" 0. (; POURED 1/4• 901-20 x OR CONCRETE I �a W7NC/NUF a I BLOCK wit 12' REOULRED On REQUIREDI LtxNCRE/E-ANrl C , CaycRETE ANCHORS I / 5 Cont' I (SEE SCHmUC� 9 QmL (sEE SCHEDULE I 6 coot I . CONCRETE ANLYLORS . .. (SEE SCFLNU(Ej o k sEcnoN 0 ANCHOR WALL !©UIdTING-(/�STT4L4T!©! ' l --- - : SfG-i1E1lt� =2= = BUILD bUF l�S.�LLATIDI� SCILE 3iL7• e T SECT/O! 3 _.. _ 'OURm —/ :ONCRETE NL.CONcRETE 7LOCK WALL rEOUam I J I ' ILr U� y V" 1-20 x J/t• 80t1S K• .I I/B• x J/J7, yZ, KTHc Nur o �+ i 72. 0. C 2 1 I� •I 749 ConL SEC77ON 0 STUD IVIAAL--L UbUNTllu'G lMSTALLATlGl! SEG�p� F D. EDGE D,5MCE (SEE SCHEDULE ay SHEETS 5,6 A or FNOTE- FOR LbMB(N4770K OF SECTTOFS WAW-ELOOR/CEll1NC AfOUfd7TNC-.��C710N5 CNl BE COMBINED (N ANY WAY 70 SU�7 ANYALLA77(M! (� _ REO(HRm � I I (SEE kH8'XW FA4 MINU(UM I ro�Y I I 7/4e sDxIz SSALS W/ 7,46Z J, - DVEROP O MTMPAN I I I O I h CONCRE/E ANlYlfXtS w/'NUt D t2. 0. G (SEE SCNmULEj , Cont. - SEC- — Tlb 44 SCVE : J/B• - 1' - ! a �€..F..� ....�. APPROYEDAS COMPLYLNG WTrH T}SE FLORIDA BUILDING CODE DATE �D A)CXJ I BY P:ODUCTC1 aROLOn 5"-" BUMPING CODE COa1PLLMCEOFFICE ACCEPTANCE NO,OQ- nO, I q , i h MM1 DADS vCOUN7Y 24 GAGE G4LVAMIZEO 6ER7?JA AS STEEL STORM PATyEL-c sag E EASTFRA{-"r7-Fit c-i# ®m v r . I 7/70100 r� I CONCRETE ANCHORS (SEE SCHEDULE) T POURm CONCRETE REQUIRE) o C.nt '0 S. S. MACHINE NUT & WASHER G I FOR AfINTATO SEpAR TD ATTON Y crAss I — A r/' 6 0 Xe1' /WPz J/l2•• WISUTp A2pDNEER OERAN BOLTS II 2 a/iO r' o eh AL7ERMk LLEG n0M I s CoL i ° n I POURED 'W _ n� _ C NJCREM OR ETE BLOCK WA REWIRED CONCRETE ANCHORS (SEE SCHEDLE 9 ' s 20 S S ATAGYTN£ T 14/ NUT It WASHER 0 12' O. C. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE \ REQUIRED z I p (SEE SCHEDULE) FAR ARNTMUN SEPAITATIM S" TO GLASS fl 4 ConL ` CONCRETE`. NCHORS (SEEAULE) POURED CONCRE7E-1 REOUTRLD nil CONCRETE ANCHORS E. D.— SCHEDULE-) BRED CONCRETE I ALTERNATE LEG LOCX770 ® ConL I /�/ C7�OR(a) c ConL !h_ISTA!LAtloh :ion 10f1ldTl/JG. - SECTION $ SCALE : 3/B" = i. MSTALL4 RON -- SECTIok 6 SCALE E D. = EDGE DISTANCE - (SEE SCHmULE ON HEEF 5, 6 d: 7 OF 9) - ---- _. NFTIIOC%70 OGMOUNGSECC13 T.SINEZWAY EANY i % s Leis f 7/B' X S/JZ WING NUT p . i2'QC_ f/4" f-ZO X f Z' SISALS W/ 7 r OVER �p= •{ (SEE SCHEDULE) iFOR MIMMW TO CLASS 7/8' r J/JZ NC NUT p TZ^R G r CONCRETE ANCHORS (SEE SCHEDULE) // t POURED IXANCRETEJ 'a• REOUERED C'tK-IN OR ELCO mote/femole P¢A�NEELMAT< OR male PANELAIATE PLUS Q(J IY YET/4 E-20 SIDEWALK W r OR p /Q_Q IF/T/4Y-1O TRUSSTIFAO B T' \ (SEE SC LE FOR SPACING) \ POURED CONCRETEOR CONCRETE s \ &-OCK W&L \ REMRED� o \ LW FOR MWL" (sEE scHEazE) SEPARATKIN 3' TO GLASS 1/4' C-.20 X 7 �. SISALS W 7/B/'1r S/.TL• WING NUT P E{�EIRY OVERLAP 0 AfIOSPAN i 0 POURED 1 W CONCRETE OR CONCRETE ,_BLOCK WALL ALTERNaury REOUO4ED F.=— -- �EILING-4-'EL00 lRoUl�T!!�G ASTALLATIom - SECTIoh► 7 SCALE : B/B' APPROVED AS COMPLYING VMTHE SOUTH FLORIDA BUILDING CODE DATEUo� Zp BY f PRODUCT WNTROL DMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.00- Cq (9. f d 'IT EEE—C c. n n • h U �L C1LK-)N OR ELCO malo/fem,&Z PANLIALATE OR male PANELMATE PLUS Q Jy(f/4 C 20 57DEW4LK BOLT OR p F9 �/Qj1 1-20 TRUSSHEAO BOLT • . (SEE SCHEDULE FOR SPACING) WALL l Ofli'ld7/! iR.SfA 4iIOI�... D_.:l sEeFlo[N 8 SL:ALE : S/a• _ ,- SLOE WALK BOLTS ARE V��4 Ox3/JZ-R= HEAD MACHINE SCREW FY/LFN AS PER NOTES 42 k a2 (SHEEF iJ e TRUSS HEAD SOLIS ARE 1 2 icf/aiTECY, HEAD MACHINE SCREW WILENCTI( AS PER NOTES k 82 7S A(SHFEF T) MlAMI LKDE COUNTY 24 GAGE GALVANIZED BERTHA E7/4f0/0O STEEL Sr0P,8f PANELS J^,/[erg/- E� ((pp[[''�� (( ff��U pp {{ee/.E�4SFEF,fAF ME7-AL SU♦�P�`LT,4 .u_,..:« 1,.� , .�. m. _._.._ -_ Y� µ.. l � ... i. �. !< ? ^rip:.,✓ ���.ti �. Af�l i r 1 � �. ii. � a fiF ` i � y 1 i I 1 I L7 � I� ��:. t L..r. ���: u, !�: 1 q., 7 s _ � i i, ��'.i i � i � I .. � I ' ' ! '' _- A j ' i p':. tY �.:_ \ I I � 3 1 1 �:.i.. � � i, �-. 1 POURED CONCRET OR CONCRETE BLOCK WALL YAR7 5 REUU7R(D � Alur -111 q 6 POURED CONCRETE CUT PANEL POURED CONCRETE Wi CONCRETE BLOCK L OOVC(iETE BLOCK WALL R£OUfRID .REQUIRED. - F' Arm ! 1-25OJ' Mrn... 7 CONCRETE ANCHORS f CONCRETE ANCHORS II 2.500 / a I2- 0. C 0 72` O. C. AfuG f/ �n ter' s ��fr —(�%�� k �J�O�® 1.000 2- x 4' z . i25' e - € 3105-H14 OR 6063-T6 ALLOY 2 " "� �� o h 'CanL Alum ANGLE . . h OR OOR OOft® - - { 2` Maz � e 2 z 2' x _055' TO AL7FRNgTE LEG L07fF1gY vzzl/t s` y[ OR 2' z 5' z E ol?55' Cone. ® Alum ANGLE OR _030' 3705-HI54 SLiEET METAL Alum BEM PLAT£ .072- - 24' 3'105-HI F OR 6063-T6 ALLOY W/JWMUF COL Alum ANGLE - - . CASE A (Plan) s Sa4Le 1/4' _ ,. CASE B (Plan) CASE C (Plan) scA/E T/¢- _ ,- END CLOSURES ©DETAILSMl-EMITM DESIGN PRESSURE RATING '"W" (p.s. f.) AND _ CORRESPONDING MAXIMUM PANEL LENGTH SCHEDULE 2' x 3' x .O.Y.i' 3f05 H-F4 OR 6063-T6 ALLOY Cot Alum. ANGLE _ K77Rf ANCHORS B 12' 0. C. - - 'UWUUM DESIGN Mox. PANEL CENCRL APPLICABLE TD . PRESSURE RATING L SECTIONS). UMMUAP SEPARAWN E ONS k . (SEES NS). _ 71J CLASS WA{( rq of TNEA/77gY P/4• G4P +66.0, -76.0 7'-6" OR LESS 3" 1,2,3,4,5 d 6 +60.0, -70.0 >7'-60TO 6=6' 3' 1,2,3,4,5 & 6 \\DRm CONCRETE t66.0, -76.0 7"-6" OR LE55OR 3 3/4` 6 7 CONCRETE BLOCK WALL REOULR - f REO(IlRED +60.0, -70.0 >7'-6' TO 6'-6` 3 3/4' 6 7 APPROVED AS COMPLYING WTH ME SOUTH FLORIDA BUILDING CODE DATE io p BY CASE 0 LP/an) PRODUCTC NTROLDIVISION BUILDING CODE COMPLIANCE OFFICE SCALE 1/4` = 1` ACCEPTANCE NO.()�-oQIR•IO A4/4MI DARE couNrr y 24 GAGE GALVANIZED RERT[JA AS SHOWN STEEL STOW PANELS srrLc 7/10/QQ t tic. �STERH METAL SUPPLY, J MG . uaT . - e p yp \\ \\ \\ \\h '� •N- �•� � ti .N, N N �N N N N N N F N ,N., � N N ry � N � N N N •.N. o i tl tl � W N N N N N N w ry d F Y � Y � � ti �• � � � Y 2 r Y el p Y 3 W U O Ltl �C7 0 CD V m¢ O U Q �wz Q¢e` ` O U U lc O C7 0 C O C t � _ .N. .N. N w .N. � N � N � � � •.N, ' ^� ,.N. � N N � N N i N N �v N �• ry � .._ � .� � � .. .. � z B � N .N. •.N. N � N N N N N ^� .. .. ... .. T � y N i` N .N. N „N• N N rN. .N. „N. ^I Q 4 I• � e e ° b• a I b • � i N[blrtll( ILt9YfN AM}1gQ$ SPAOYG FTM E A _ J 1�• .. 11SiLYf tnw crw. r eucwx ro LLavr it ro utsaLer ro cw,vxir: ro uutzvxr wce rwrclx FLM t f2` ro mvorLic ro ucrOwr 7o cwroart m uaraven ro LiM'C�'TE ro s / wawur nw¢ IVA IT' N/A IY N/A 12' I14sh�Y ro c»lKf�jE rp ��rfSY Oltr'ni L' (r41 12' .9. WA 11' 72• X/A I �. v.) 12' WA 72" WR 12' WA 71' 70' 7Z' iZ" 1 (BOnoaq 12" Y. 72- 12' WR 12- iZ' WR 17" WR 2 O'pPJ 17' WA r2' WR 12' WA 12' 11' 12" 12' _ 12' lY 1 (BOIrOyJ 12. 8' 72' 12" 12. 12- WA t2' i2' WA t2• WA ,T (7c-) +66. p, -72.0 12' WA 12' N/A - 12' WA 12' 11' f0' l2' 12' J (BOlrplq 12' P. f2' rz- 11 12. l2' W� 1z' 12 WA 12` /R N0L/) 4 (inPJ -0' 711 2-6 12' WA iT' WA 12' WR 1Y 11" 12' t0' I2' fT' i (BO77 12" 5' f2- If" 12' TO' NIA 12' 12` WA 72' X/A 5 (top) f2' I(/q 72• N/A _12" WA 72' S` 12' J' S (90770I) 12" WA f2' WA iZ` WA WA 11' f7' WA 72' WR _ 6 {711�J . TT' WA i1' WA fY WA N A I 72. 12' WA !Z' N/A 6 (BOI1OFj IVA WA rVA WA WA WA N/A 1Z 12' WA rt' WA 7 fIA/BO17Lu() ' f2' A'hTq¢S YNCNc fA4 E A _ J 1/T' w 12' 6• 1z' fY E (Ipp/gpTnyjJ Loo t• (�U ... _._ LLC VvLo`X . Jtr 7%0'WIS ro-v fo Jutye - lexixwl .. E N ut¢Ytlp- ro L1>taiTC m /1t5C{yiY atErc-nTX xu ro LTA ro Lit1➢Vt1" YYFjFFit1fF IX/RaxpE LNL6 riV E ftiLtS PJ°`M f"'7° rA[r-N w°FZFtYr m E E f2' WA ro MnWEfc ro M1.1UM I✓NEZ uawmr ro arttWCjE ro tllsq,M, m P' ¢TE ID Lamm R' (� 1Y WA 1T' WA J2' A W 12" WA Y Iz• f2` 72' T2• i2' 12' WA I (top) . _ 12' 1'(/A f2' WA iZ' WA 72' 12" TO' 7T' 12" r (8077nia f2' f2' 12' 12' N/A TY WR fT' /Yro _ f2' WA 12, WA 11' WA f2. t2' fz• 1T' 11' f2' t2' 2 (BOTltXI) 8' 12 rz• 12' 12- WA lY WA J (70P) f-60-0, -67_3 12' I'iAA 12' iz' 12' 12` r0' 12' 12' WA 12" WA T2' S (B017CtQ 12' 12' I2' 12' iT• 12' WA 4 OzwJ 7-6' f0 6'-6 t2- I N/A 12' WA tT' 12" 72' 11' i (BOTr01I) . i2' 5' .. 12' 12' 12' it' WA IA i1' N/A A 12. WA 5 POP) f2' WA f2' N/A 12' WA I1' 7' - r2 6- 12' T' hs (BOTTOL7) 12' A .- -iZ" ._ .I' iZ' 12' WA I2' .t . WA .. r2' WA _ if, WA 12' . _WA.� N/A.. _ .f2'.. �A 12' WA .12" _WA _ _ 12"_... _...WA==.-_6..(� �. �.-._._..__. WA WA WA N/A WA WA 1T. X/A 1Z" f(/A I!' A/A 7 (Ta%BOTlJdJ f1' 12" 12' ,- d (rpP/BOTTp;,j G 0. . J 1/2• ,. . � Low y G-cq [LC. BG(p�' LV1CGr-ST Ltgp� AID L1W 1Ai1tlY ]p ttNCK`1E ro I ID ro Alt a"E ro ut5LYd1Y cxLrc-I[cr. ro 1E ro "Lwow U4 c MHpJ4TE ILLS POMti rASBx-,r D"-N RA1CYtS f/! JIM" PMU 12' 1vA 12' K�A MICYLE E ro uULM to LLL.TMW ro u13L1_ ro L7hb'E1F ro ut'v'w AlfTig 1 �"� 12' B" 12' WA 12` N/A 12' . WA 12' WA f2- 12' 12' 72' rz' to' i (TOO) 12, WA 72' N/A IZ' WA t1' 12' F. I2' it, f (BO77py) 12' a. 12• 12' 12' 11' N/A 12• IVA 12" N/A 2 (rob) t2" WA 12' N/A 12' - WA tp'. 12' to" 12' it' 2 (BOTTOIFJ 11" 17" IZ' JT' 72' WA f2' WA fT' N/A J (rOP) +66.0. - T7.0 i1. WA 11' 72' 10' iZ' g• I2' it, 12• N/A 12' 'WA t2' WA T2- 5 (BOrTON) 6" 12- F2' f2' 12- 11" MA (2' WA 4 aOP) 7-6' 70 6--6Ip• 11" WA 12' N/A 12, WA !Z" 9' f2" 1(" { (fiOrraii) F2' S' rT' e• !T' I2" I(�A 7Z' I{/A I2' WA 5 (TOP) .. [2' IVA (T' N/A 6' 12' f7' I 12' 4' 12' 6• 5 (SO7TOL,� WA !1' . WA TZ' 12- WA 12' N/A [ I i WA 1Z• I(/A 1. WA FZ' WAIT 6 crop) ' F j I /S/ q 2 I' I N/A { WA I if 1/2- WA. 6 {Bpi7pp(} N/A iT' ui ... _ - "MAX/MUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DLSTAN( FOR E D. LESS TRgN 3 112' REDUCE ANCHOR SPACING BY MULTIPLI9NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FORT THIS OPEP477ONNOTE : 1 TO HE POSIBL�REpUCm SPACING OB1 USING FACTOR SHALL NOT BE LESS THAN UCED"INIU/( SPACING !NDlCA7ED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D. TAPrnui .66 .77 .50 ANCHORS LEGEND ANCHORS ANCHOR TYPE MIN. SPACING CRETE FLEX SS4 - CALK —IN 1810 RED HD, DYNABOLT- SLEEVE 3.0' 2,5' "SEE NOTES ON SHEETS 8 & 9 OF 9 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRWE BUILDINGS CALK—/K RED HD.. SLEEVE 1.00 .50' 1.00 APPROVED AS COMPLYING Wn R71{E SOLMi FLORIDA BU LOINJG CODE DATE Io / T 2 BY PRODUCTC OLD 6UILOIh'G VISION GODS COMPLIANCE ONCE rACCFPTAt.CENO. MLWE DADS COUNTY 24 GACE GALMIZED BERTHA AS slrowx STEEL STORM PANELS SCALE EAStERM A'ETA:L SUPPLY, fl4 &1 I/ogFE00 1 1 [ 4'31a( Coco fr (R+-L1 �TN+n-ssr m C�1RlIE 12' 12- 12' 12" 12. IZ" "Y2' 12' 12- 12" 12" 12' T2' WA LLIF. HLRfq' rwa�a am Im .uxrr m r ro o44CftL[ m uaaxaxr T./A _ •c " WA 10'. 12- 12' WA 17" N/A 10' TZ" T2` WA 12- WA f0" 11' 72' WA t2' N/A W 12• r2' WA fZ' N/A 7' TVJZ- WA 12' WA WA I2" WA .WA 12' WA WA Wq WA \ Tarts BIa ro xttx uwuiu AM]iLVs Y' Mg 144 E 0—.- 4Lb T(.lTA4Y m m M.sam• m conaitlE to IT` WA 12" WA r2' rz' rT' 12' 12' N/A 72' N/q f2' TZ' 72' 72' 12- WA 1T" 12' WA 12' (2' WA t2' N/A _ rz- rz- rz- 12' 12" WA 72' N/q 72" f2' IZ' _ S. 12' WA 12' WA f2" WA 72" N/A r2" WA TZ- WA WA WA IZ 12" lC4r3hPf A 3111[YYo 144E 1Lc+0 moo aRLrr-n« sss m woe rt E m wsy r1' rWq 1T' f2' 1Z. Wq 12' i2' r2" r(/A 12- T2" i2" 1(/A 12• Iz• 12. WA iz- 12-' e" N/A 12. 41A IZ' 72" 12- -76.0 T2' t2" iY _i2' IZ' f2' 12' 12' 1 12' t2' f2" TZ� 12- TO C4 Mur m Yug r N ro ro Q'MCALTE ro E 114'MAME 4IW PAAELk9c K14 TZ' Na9N[[ ro CVNQt w ro 1Lu w, ro 6,,Y 10 LWyL'RY WA 72" WA I2' WA rZ- T° C4r.0 11• 7' iz- f1' i2� r7' WA 1T' WA 12" 12" WA i2' WA 12" iZ" 8' 12• TZ' 7- WA 1T' WA 12. WA !2" 12' 72' J2' !T' Tz' - 72' WA T2' A .. W 12" WA f2' r0' 12. 3 12' Y I2- f2" tz" rY IAto" WA rY WA IV WA 11- WA 12" 1T' 10' W 8` 12. 7Z' Y WA tT' WA IZ- WA Tz' 7T 1T" 12- 11" TZ' 12- WA 12" N/A 12" 12' TZ" 4• I2- J. WA IZ" N/A -11- 71 WA 72. 12' 6'a rz' 6• 1z' -f. r2' - 10 WA WA W,WA 12' WA 1Z' _ WA 12' _ _8 .WA 1Z. WA _ 12" .12 ... WA _ IT' WAWA WA Wq 12" N/A� WA 1 f• WA 12' K/q _1t' N/A N/A WA WA TI" 6• 1T" a f2 70 S£cLILYS I ° rwwcw nwLT. E m 1Rt' .vlY rlw LLAc 2' (/SI WA 1 (tor) 12' i (BOTICk7. _ fi/A 2 (TOP) 12- 1 (BOMW) WA J (!OP) 12` 3 (8077mr, WA 4 (t0°) 6'-0- ON LESS 12- 4 ( WA 5 (or) 70" 5 (BOrTOI(J - WA 6 Dor) N/A 6 (BOTMU) WA 7 (MP1'6ODc-4 12" 8 (Tpv/B0, ••) TFBgf: APFV Y F 1-1 -N �s - WJ4 "I" 'Ala EDT W N TC1CNdt1- fY' WA 7 (IBP) To' _ i (BOTTLlifl N/A 2 (rDr) 10- 2 (BOTTMO WA i (Tor) f0' S (BOl70!!) WA 4 (top) Y-6" TO 6-6 10- 4 (BOTIpL7 . WA 5 (top) WA' . _ 6 -(BOTTp� WA 7 00P/BOTTM7 6' Is hDP/wnrn..n `MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2- EDGE DiSTAN( FOR E D. LESS IMN 3 112 ; REDUCE ANCHOR SPACING BY MUL"PLY7NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING. FACTORS (NOTE ; Min. E. D. FOR CALK iN ANCHORS IS 2 1/2? FOR 7NlS OPER477ON TO BE POSIBLF- REDUCED SPACING OBTAIN® USING FACTOR SHALL NOT BE LESS MW MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACnJAL E 0. TAPCON/ RETE--FLEX SS4 CALK -IN RED HD. SLEEVE -PANELMATES 3' 66 .75 LOO 2 1/2- .71, _50 1.00 2' .50 ANCHORS LEGEND H7� HORS ANCHOR PE EMIN. SPACING [17"-f-u1Ny11PANERLff.A4TT-1z1 E. D. = FDSE DISTANCE CRETE FLEX SS4 3.0' CALK-iN. ^ 2.5' 3/8"i RED. HD. ..: DYNABOLT SLEEI'E `SEE NOTES ON SHEETS 8 & 9 OF 9 FOR ANCHORS TYPE d SPACING FOR INSTALLATIONS INTO WOOD FRWC BUILDINGS. APPROVED AS COMPLYING WITH THE -- - - - - - - - - - SOU1HFLORIDA BUILDINGCODE- --- DATE 6 07/ BY PRODUCT OLDMSION BUILDING CODE COMPLIANCE OFFICE r"ACCEPTANCE N000 - Q%q -! O - MlAA4/ DADS COUNTY 24 G4GE G4LYAfJiZED EERTh:4 �s srioxie STEEL STORM PANELS scALE ML a aaaw�.,n .............1 _......:.1.a AR_ �.;.: 4' 1 r i u 13.1191 CwTX fz"- rr"TCrrIc o5v l � XW,MN / t�2175—{ J.B7S�2'175---1 O _ PANEL ?.170' J.WO- M"n 2.47ir j�— 35 T JS > h h hh R 115• R35cr h R. 125" + n125' h h •' .075 "i DP- ll— 2?5� I e I "h" HEADER Max. "U" BUILD OUT BALD: J/r _ ,- r' ur. I COI RETE AWHORS (SE SCW-WLE) I 'r E 1 I AM. STORM PANEL TYPICAL ELEVATION R r.l T/,' AM1. cAP SECTION A -A Atf. 1 A?5d R. GENERAL NOTES: 1. SIPW PAVEI WS EMY VC=WV N ACCQRn ;E WIN ITE D,OC COUHIr 19V, LCOLM OF PC SOUIN goD9 &L. AO CODC Bvv10 LONS 5/WL $' OC7E'2u1.[D AS v[a SLL'iA]`/ 6 CM ASCC 7-ee. Nnf r,o mP Me10 5� - Srd PMRZS ADCO CT FIIR 7JPACr N TArAVjr RCSISTAA E y BCEN yEpBn H, ACCGWDWff AfRf SLLTXJNS' ZJ15 d ZTI, M CCO.Ctr CY 7K ABOYF -cwno CB cwc AS rCR Al/�I,(`AN lQr rAB'Zcq In]].01-sue Alw w S {m ucrx {was Sn4(t HrrC S 2-w7 Xcor ae I�r(i 1 AtL Nl w+lnv LITR"Ot's S`Vu BC 6CK,1-rS HlOY UKZ55 DlKxvrSC l Irll. 1 h C A C SCRErS TO BE STAMLST.STE2 J04 O4 J16 SMCS " S DCKTS 70 BE 2024-Tf AL WV XLDr. C'1WUdMD OR STNffLM STEEL MIH J6 Id A*A" Ylao MVH 9Nr 6 MCh 70 U MALL 9W1 DC yc fW1gfS (IaA(SS OD4'RrilSC ACTIN) (N TD Lxsmc POLREp ire - I/r • TNq]M NClntS. AS.. MNA•FXnWW By LCM ",SIT -OR am ADUSIBEI - r/r • rf nw-cm" A+v+aes (DorrNa Sr 0). AS r.w.rArn M Dr TM-rA CQv Arw RMt Z..WAC f ff AAO`.CMS AS "VlVAC7t"M or, me a n P W mrvwr, A.0 I/f • rRl/Y RAM (Xx-H AKi21� pq ncO To d f~' •PAAa. IC AS .yNA/,�CrUam eY JNC AAL PLW C(YPANY AND nC0 ROUSIp/f$ ALSPC mnv.. 1,3T6: AY) S W CStLrD W NID FaAR D XON CTC P` TApC ANGARS 6 I J/1: fA4 Mn UUAC 7NCM 6 I 3/6'; d fO Lim fw2 = 6 1 7/8'. A IPR T TA"- w AnC7ARS d 1 1/, A]) 7/6- AAYL C x-N AfPcC5 S+ u of LNrKQr LLBCOCYD MD TM NLRLD cucmf7r NO DuWaVUST NIB SILCLO S u BC PCaL7r7ELi r/r 1-20 SCRCYIS USED 144LL BE I r7r LOAD WNWW S o SMW EAST AND C MRJARM FOR XALLS MOr w SfCCCG. AJ) N CASC THAMACCT PRLLAST STOv[ PALLLST CL7lCR[![ P.WnS M PAVIM &C fVS O'Y L125T1AC M 11nYL AnOAMS S/i41 BC LCY.0 0A%, ! ro MAGI rrC 1WN lf/C SD9LCILR[ BOwD SLCH PN124 AhdKMACl SN,LC BC AS AWOCArN W AOMS AI) A AI). AFL (B) TO EYIS7HG CONCRETE IX" MALL AlZS - 114' • rAA1LYVr AACHOM AS .UAN 71h4CD BY LnW. ANrSCT OR nev A.016W4e.. R. 125' - i/r • ("MA SIVO-m`I). AS AWA.T.ICRMCD or 71N-rASf� 1//r / RAM ?AWC MLN %V,CI.I'MS AS M4`RYACMIRED or Thr RAML ntC m,W .COVPORIrAYl. —� ry /SrFf RMt 'r AID W'gAWBgS OR R W ma r f d. -PAllaWTE' AS AVAtC4CnkRf D I+2NOVS7RFx ReSpECThUr. . 200• ODTLS: & NMWW EWBCD. T D" TA-MW MCHCtq:�, lLNL ]iAIPL NARK aOCnC0 _PA'aJ14TCS:Na CF rAv- ORL"• NIB TIC Ob/G3'7E IC LMr SWLL BC I I/f. &]) 7/B' A10 cvx-H AAC7Q4S S7WLL BC CNTLALr Olsc '1N "M TMC BLCCM Lw.. I.Te'I. AD LS 5CRE)t)f! l+'!D SM'Lb S7WU. 6E lQdlJJctt 5C9LM' USN YWIl BC I 1/Y LOW; MHr(/M fSnOLCO SJUCs17:EX6. AND I- : M•eAAM PR wcLs •IIR nv srl-rcn. B,J) IN C-SC 7HU Pf3TASr STCME OR PRECAST Cp1C ROr PA342S BE ro". 77£ Dn THG MALL. AsctxY SIWLL Y LO"7 O"vn ID a AG1 rr AWN STAUCILRC Lt7a'(1 .iLCl/ 4 "U" HEADER SO 3" ANGLE BUILD OUT BRACKET �-i AAC1'MA r SIsU BC AS L rvc IM ov NoIL*S N AI) r ey .acts• . JGL£: J/f r SUII: J/f _ r CC) CF 7W ALL C 7Iz ftVM Dfwnn�A i`3FXL'nCiD(Y6 ' 9.1I9' pDrAL MIOTN) �--6.00p (ETFCCTAE AtO1N)-� �—Z11r--� ® HALF PANEL sc1Lt: s/e - r r— Zt70'—I " R.?30" [.075 5' + n h2/IAL K391' © "F TRACK (2) REYERSED "F" ANGLE TRACK .SCnL : J/r - r JO'LL . J/f - I' -1 r.09Y 0' l s. s. Sn'v 0 SPAD TD SHOV 750 b", o sPACNcs' slwyx ON Sfcwx_-, M L SEE E ETAIL 1 I--z000 —I —r 90 STUDDEDJANGLE "3-0 .w.,u Attar SLUF: J/a :•- r z b 9r q 1?S < T- .1 0 _ b DETAIL 1: sruo w/ mwc Nur 7. PNa.S Wr Al -SO BE AA7xLfv M RZCMXLY FDLLmm wsTALLtw, DETARS Sf}gIHI,ON YCDOHS 1 TNRU 6 (373 RZT I d J Or e) L?TIPT rMr NLILICRS Z J d, S Z f r a L6EIP.- B. lT SINf1 6' nH' UII• C IHL' CDVMAC1 TO WR W SIX DnLST;P3' J7C SIM Cr r M71CRE SINKER b TO B QCXA ,,0 TO 16IWC PRO NIDDU - 71•S AYLY Bc sllUflLR.:,jp1t[L; AriACrIED 70 CPICRE7[ &OCX.P7 ROOD FPAW SW DHC,S. 1 .1BB' ao a 9. S/A7RTF MAK ANRERS L DII SIWII eE PMCED AT LDTTOM EAIiI pAh}j-'y WBCZ SfW1 RGD AS mun*S CASTER+! ME7X SLR°LY. e.0 r WOROL FLRD OAS COWm PAWUCT m,7ACA APPDp.TD. c� a = II PRODUCT RENEWED T-' ACCEYfANCE NPUO—=7" Al2r zLOo— f ® "F- TRACK ANGLE EXM�MN DATE 0 O % 2.003 APPP.O'JED AS COWLYWC, W'711 THE 12 - %,I SOIIUI FLORIDA UU1LD'Ilr- Cnlic �r. PROD() CO LL-Yh OPJ 'i 9.0 NTROL DIVISION 0111E �c-�/j / BUD -DING CODE COMPLIANCE OF7.00E UY - (,/-Luc�,L; P6ULIrcF c0lFra D . DURWrX CODE c0ppt5PI •d.CE U(FICF, V ACCEPTANCE NO.9-Q'OBI ® 2` x 5" (Mox.) x .125" ANGLE DADE COUNTY 0.050" BERTHA STORM PANEL AS SHOWN SCLLC TILLTT TESTING r E7TOPffCJtlfJO COUPAIrr mna ,c.. xJ_ St s. Sr), N+uw cwXJ+i n tl,ea hw•r jJOJ"b71-,.5]) . ! (JtbJ17,_,JJ, W- MZ A JX fr Jr. P. E n7»uu 1_ A u111 EASTERN METAL SUPPLY, INC .MOO 2-%Q Aw. SYNTH IAr MOaDL n 3H 1-JI47 7/7/ae DATE 98 — 172 DRAWING Ho CONCRCTE. NcuoRS (SEC SCHCCULE) FOURED \ CONCRETE \ REOULRED--\ o \ (SEE SCHEDLAE)- FOR MINIUUM SCPARATLON 'S- TO GLASS OF WINDOW OR S G. D. POURED - CONCRETE.. OR CONCRETE BLOCK'WALL REDUIRED+ `' CONCRETE:XVCHORS (SEE SCHEDULE) 0 w POURED -- CONCRETE OR CONCRETE BLOCK WALL REOULRED CONCRETE ANCHORS (SE7 SCHEDULE) boo \pl 1 POURED CONCRETE REOU/RED � b 6 2 Conl. (SEE SCHEDULE) - FOR AamuUM • SEPARATION 'S' To o GLASS OF W7NLOW y ORS G.A U N w •" I I � 1/4- 0-20 r J/4' BOLTS W/ 7/6' r J VY WDrC NUF o O. C. II S£C77ON 0 ANCHOR o POURED CONCRETE OR CONCRETE I BLOCK WALL b x RFW RED e h3 CONCRETE ANCHORS (SEE SCHEDULE) -t y'I con1. -U caaL (.Scc ETC ULEI 1RS �ppL (SEC SLI/CDULQ No \ ry= POLICED CONCRETE FLECULRLD--\ p I Li U h W 2 2� Y a 0 1 %%%% POURED J CONCRETE OR CONCRETE BLOCK WALL I Cant REDNRED WALL MOUNTING INSTALLATION SECTION 2 SGL£ : 31B- = I- LM a-70 r 1/+ BOLTS W/ 7/6- x J/JY w WDJG NUT o `r 12' 0. C W b o „ h2 3 SECTION B STUD WALL MOUNTING INSTALLATION SECTION 1 .SCALE : 3/6• = I- h2QX : WAX OF SECNON o STUD VALID ALSO FOR WALL MOUNTING INSTALLATION - SECTL7N 7 (TOP) E 0. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 5 & 6 OF 6) r Fo (.SEE S SEPR%YF1— To GLASS or mDOw OR S- G. L/t 0-20 x J 1' BOLTS W/ 7/iyr J/J20 l#m NUT o I Ir o. C. - //` / 5 CO L CONCRETE ANCNihR$ (SEE SCHEDULE) - BUILD OUT INSTALLATION SECTION 3 SCALE : J/e- - I- NOTE FOR COMBINARON OF SECTIONS : WALL/fLOOWCE7UNG MOUNTING SEC77ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAL LADON. Cont, CONCRETE A,C'HORS (SCE SCIiCDULC) POURED F CONCRETE REMRED p 0 u r—'SEE SCHWULCI— H FOR i6n" SEPARATION S TO CLASS OF WINDOW OR S. G. G L/i' I -20 x J/i W JB W GNU x /Ott o 11' 0. G Z 9 cant t Li POURED tj OC R COACRETE I OUW WALL R£OLMED IX CONCRETE ANCHORS (SEE SCHEDULE) Can(. . BUILD OUT INSTALLATION SECTION 4 PRODUCT RENEWED ACCEPTANCE No. 00 — 0 6 0 Z• U EXPIRATION DATE 0 8 o 7-00 PROD CONTROLDMSION DIfILDING CODE COMPL ANCE OFFICE IL E 01Hc. TIL.LIT TESTING A LJJapfjyk&oG COMPANY m➢.1 H� .boy R Sla Srl. M[aM L✓b�O6 R JJIEE Mo•.: (b).bll-!Sb . !m : L>°rYn-I�JI WATER A T¢LR J, P E. ..— SCALE: J/B" _ T• Cora. ry� - 0-20 M. S Hur o Tr o. c. APPROVED AS COMPLYING WiTII TIIC SOUTH FL [H A BUILDING CODE (1 _ By Al PRODUCT WiAI D,V!s'ofN ` BUILDING CODE COMPUANCL Off IGE ACCEPTAI'Cf NOILQ6L'-L- L(o DADE COUNTY 0.050" BERTHA STORM PANEL AS SHOW STALL 7/7/9B EASTERN METAL SUPPLY, INC DATr .M� 7W. A.w SOVR! LAB xovnr, rt .v.Q1-viz 98 - 772 DRAWINO No i � i `C r CU7IPANEL un. f-j' e\- 2- x 4- x .725- J1O5-H14 OR 606J-T6 ALLOY Cont. Num. ANGLE — CASE A (Plan) SCALE.1/4- = I - 2- x S- x .09J- J105 H-14 OR 606J-T6 ALLOY Cont Num. NNGLE WITH ANCHORS D 12' 0. C. POURED CONCRETE 1 N OR N CONCRETE BLOCK wALC VARIES REGURED ibs. POURED CONCRETE \ II I OR yy n RENa' c BLOCK WALL \ Y 4 � CONCRETE ANCHORS O IYQ G �n k W y 114' CASE D (Plan) SCALE 114' = I- N � - hq -9 c 35' OR O OR \ N OR O OR O OR 2" Uax \ 'II OR O T�f i BOLT 4' x 4- xJ.072- 0 2! O. C. JID5-H14 OR 6063-T6 ALLOY W/JICIWUT ConL Num. ANGLE POURED CONCRETE OR CO%cnETE BLOCK ,: REIXxRED F2500' CONCRETE ANCHORS 0 12- 0. C � 2' x 2' x .055- To - 2-r 5-x.05-Cont. Nrrm. ANGLE OR .OaO" Jla5-HI54 SHEET XFTAL Alum. REM PLATE ALT&64ATE LES LOCARON CASE B (Plan) CASE C (Plan) SCALE: 1/4- = 1' SCALE 1/4- = 1_ END CLOSURES DETAILS MAXIMUM DESIGN PRESSURE RATING "w' (p.s_f) AND " -- CORRESPONDING MAXIMUM PANEL LENGTH "L- SCHEDULE AtAXIMUM DESIGN Mox. PANEL LRCM APPLK14SLE O PRESSURE RAHHG L (IL) MWhVUV SEPARATION7 SECTIONS / W (p,s:T.) £u 1H (SEE smyms) 70 LXASS ANY CCxIBB6MTIOv dd +535.0. -77.0 8'-0- OR LESS 2 114" 1 of T H 8 +55.0. -77.0 >8'-Gr TO 9'-O 3 11/16 - 1 7HRU 8 POURED CONCRETE +62.0, -73.3OR >9'-0" TO 10' J 7/5" 2. 6. 7 & 8 CONCRETE BLOCX WALL REOUIRED PRODUCT RENEWED APPROVED AS COMPLYING V011 THE ACCEPTANCE No. OO—C> i OZ- U(/- SOUTH FL RIDA BUILDING CODE DAT �L 06v�.Az of) 19/4 E7fPIRATION DATE. OS O ZpO_ BY — FRDDUCT CL?U IiO: DiV:$ O`I PRO CONT'ROLDIYISION BUiLDi1G MOE CDi3PL:AECE OFFICE BUILDING CODE COMPLIANCE OFFICE A(ffFUdeCi Ntl,Q 8-o91't_�/P "DARE COUNTY 1 0.050" BERTHA STORM PANEL As SHOWN SCALE f LIE Co EASTERN METAL SUPPLY, /NC 7/7/96 i rs c. LNTr IiLLJT TCSTlHO t LNLFQLRD4C. COVPANY JeW 2)f 61- 1 x a. nz u�¢ msrx n .zl+sl-.un 98 — 172 /m >r-r'��oc R .vl rea (/ Je alo . Ie. c (Ten-r5xr arr ar. Y.,. DRANTNO No N'KIER A ]TL[R Jr P. E �'� _ MAXWum DESIGN PRESSURE RATING "Irl _S.L). AND CORRESPONDWG MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS 11VT0 CONCRETE AND C.B_S. STRUCTURES E 0. = EDGE DISTANCE MAXWUM DESIGN(p LOAD W (p.s.c) WXIMUM ANCHORS SPACING FOR E. 0. - .7 I/2" APPLICABLE TO SEC77014S yr 3 NJY� MEMO MAXIMUM PANEL LOKM L' (ft.) TAPCONS - TO C 'RETE 70 MASONRY RAwL 7AMAL NNUN TO CONCRETE TO MASLWRy RA1YL CALK-W i0 CONCRETE TO MASOM47• LF TAP -GRIP -TO CONCRETE TO MASONRY pAMA�s 70 CONCRETE TO 4NSANRY .. r 8 _ A'/A 4 12 N/A. 10" 8" !2" N/A_ T2" 5.. 12' __ NIA 8" 3 //2- 11" - N/A 11' 1 (TOP) 1 (BOTTOAT) _ 12" 12" N/A 8- 12" 72 N/A 10- 12" 72" N/A 12" 72 72 N/A 8" 71" 11 N A / 11" 2 (TOP) 2 (807TOM) 12" 12" N/A 8" 12 12 N/A 10" 12" 12' N/A 12" 12" 12 N/A 8' 17' N/A 3 (TOP) 7 . J (80T70M) +55.0, -65.0 12" 12" N/A 8" 12 12" N/A 10" 12" 12' N/A 12' 12" 12" N/A 8" 11" NIA / 4 (TOP) f (BOTTOM) 9'-0" OR LESS 12" N/A 12' N/A 12" N/A 12' N/A 11" N/A 5 (TOP) 12' 8" IZ" 10" 12' 12' 12 6' 17" 17- N/A S (BOTTOAI) :11 1/2 N/A 7 7/2 N/A 12" N/A 8 1/2 N/A 6' 6 (TOP/.BOTTOM) 10" N/A `6 1/2 N/A 10 1/2" N/A 7" N/A 5'N/A 6" 7 (TOP/BOTTOM) N/A N/A N/A N/A 12' 12" 12 6" 6" 8 (TOP/BOTTOM) +55.0, -65.0 6 N/A 6 N/A 6 N/A 6' N/A 6' N/A 2 (TOP) 9'-0" TO 10'-0' 6 6 6 6 6" 6 6 6 6' 2 (BOTTON) 6" N/A 6" N/A 6" N/A 6" N/A 5 1/2" NIA / N/A 6 (TOP/BOTTOM) 6" N/A 5 1/2" N/A 6" N/A. 5" N/A 4 1/2 7 (TOP/BOTTOM) N/A N/A N/A N/A 6" 6„ 6' 6" 6' 6" 8 (TOP/BOTTOM) SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO IVOOO FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR J I/Z" EDGE DISTANCE FOR E. 0_ LESS MAN 3 1/2', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E D. FOR RAWL CALK-11V ANCHORS & E1CO PANELMATE IS 2 1/2"). ACTUAL E. D. FACTOR TAPCOMI7A44C MANNA PA aL TES RAML CILK-lN Cr TM-C&P -;" .86 .75 1.00 2 1/2" _71 .50 .80 2" .50 - - PRODUCT RENEWED ACCEPTANCEIda 00-06oZ.2((- E G'MAnON DATE0807 /Z3 ,-O By --A�,/ PRODC2T CONTP.OL DIVISION BUILDING CODE COMPLIANCE OF7ICE rLEC®INC. m!J HI. .1pV yt. S� >I>. MOW CYpJ( WWrFRA miff I P r APP60VLp AS COMPLYING PllTll TIIE SOUTH rl RID/l BUILDING CODE. DATE.. all -� P0O011Ci COf:11i . pIV;S'O;l CODE ((770o00kI•LIAXCE Orr CE arfr7ia •:f,2 PFj 1p_ �6t� 0, 050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC J w ZM An. S(N/TM INS W90/ n J.H6r-S]I> DADE COUNTY AS UKrw srALr 7/T/DE DATE 98 — 172 DR MNO Ho MAXIMUM DESIGN PRESSURE RATING " Ir* (p.s.f.)_ AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES EE . = :-mD:GE-:01STANCE:- MAXIMUM DESIGN LCND W (P.s.L% ll4YARIAI ANCHORS SPACRJG FOR E. D. - 3 I/7 - TAPCONS APPLICABLE TO RAWL Z.uuG NNLlN RAWL ULX-M Cr TAP -GRIP PANELU47ES SECTIONS NA.17.VUM PANEL TO'C01K'RE1E TO NA$ONRY TO CONCRETE TO MASONRY TOMA TO CONCRETE TO MASONRY TO CONCRETE .. ANY COMBbViT70N LENGTH SONRYTOCONCRE7Er0 MA.MY- OF THEM ' +65.0. -77.0 6" 12.. 12" 72- N/A T N/A 7" 3 If" IT- 77" N/A 8" N/A U' 6 12 12 12" N/A 10" N/A 10 3 1/2 12- 72 12" N/A 6 1/2" N/A 6 1/2" 2 1/2" 9 1/2 9 1/2" 9 1/2" N/A 9 1/2 1IA 9 1/2" f (TOP) 1 (BOTTOM) 2 (TOP) 2 (BOTTOM) ) 9'-0" OR LESS 12- N/A I l " N/A 12" N/A 12 N/A 9 1/2" A N / 3 (TOP) 12^ 7" 1T- 8" 12 10" 12" 6 1/2" 9 1/2" 9 1/2" 9 1/Z" 9 T/2- 3 (BOTTOM) 12" N/A 11" - N/A 12" N/A 12" N/A N/A 4 (TOP) 12 7' 11' 6" 12" To- 12" 6 1/2" 9 1/2" 4 (BOTTOM) 12" N/A 11" N/A 12 N/A 12" N/A 9 1/2" N/A 5 (TOP) 72" 5 1/2" 9 7/2" 6 1/2" 12" 8" To- 5' 7 1/2" T 1/2 5 (BOTTOM) 9 1/2" N/A 6 1/2" N/A 10' AT/A 7- NIA 5" N/A 6 (TOP/BOTTOM) 8 1/2" N/A S 7/2 N/A 8 1/2" N/A 6" N/A 4 1/2" N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 12" 12" 6" 5" 6" OM) -73.3 6" N/A 6" N/A 6" N/A 6" N/A 6" N/A 6" 9•-0" TO 10'-0 6 6 6 6 6" 6 6 6" 7(TOP/807TOU) 6" N/A 6" N/A 6" N/A 6" N/A 5" N A / M) _ 6 N/A 5" N/A 6" N/A 5 1/2" N/A 4" N/A M) N/A N/A N/A N/A 6" 6" 6" 6' 6" 6" M) SEE SHEET 7 R B OF 8 FOR ANCHORS TYPE do SPACING FOR INSTALLATIONS INTO 490D FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/Y EDGE DISTANCE. FOR E. D. LESS THAN 1 1/2". REDUCE ANCHOR SPACTNC BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE RY TH£ FOLLOHTNG FACTORS (Min. E V. FOR RAWL CALK-W ANCHORS 8 ELCO PANELMATE IS 2 1/2"). AMTTAPCVM1ZVPE FACTOR RAM f/LX-IN CF T,W-CRIP .75 1.00 .50 .80 PRODUCT RENEWED ACCEPTANCE Na 00/, EXPIRATION DATE O O Z a o3 BJ' PRO 7C 720L DIVISION BUILDING CODE COMPLIANCE OFF,r_E 6 pp yy�� 6 L E b O INC. JT )ES7WC t OYC04fR94C COVP, APPROVED AS COMPLYMC WITII TIIE SOUTH ft�VOA DUILDUIC COME PRODUCT CURTR(11. D;v S U BUILDMG CCU[ CLlhll'L.AICCf Oif1Cf ACCEPTANCE No.q.B_D@i7_l4 DADE COUNTY 0.050" BERTHA STORM PANEL AS _""`N SC Lc 7/7196 EASTERN METAL SUPPLY, 'INC Gun .MM �.Lrt Aw. SLXJI)t u2 rasr>, n .u�elwTT 98 — 17 AUG-0§-2003(TUE) 19;0§ GULPSTREA6t ALU6ilNU� SHUTTER ann-i�-cuua�e�u� uy;c� au4raincen aLupirtun a �nuilcn Jan 15 03 06s18a EHSLW wwXr "m "soc+a$'x9ea v�r r GENER IVACXnVA q KW h�' cppG trKq Kr,C R YA 1+ LbSCMPO7 MIM Y►r01m Rt GtGr F1ILYAMIYd nCiL S7D4L PArII. OP111sItS e�eotw.� •wv counav I PLAN VIEW TYPICAL F1�MNEA (FAR H?8 ?O - P, 00wu a RU)RIMU P.UUI/UUI 5515984794 p.I PAN" EGREZ ravC• L 24 GAGE GALV. STEEL S t PRmcr / vn 02--08080 JM / JK Ln LEGEND: A = DELTA ANGLE L = ARC LENGTH CAN = CABLE TV C.B. = CATCH BASIN C.B.S. = CONCRETE BLOCK & STUCCO Q =.CENTERLINE CONC. = CONCRETE COV. = COVERED D.E. = DRAINAGE EASEMENT ELEV. = ELEVATION E.O.P. = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER F.F. = FINISHED FLOOR FND. = FOUND F.P.E. = FLOOD PLAIN EASEMENT F.P.L. = FLORIDA POWER & LIGHT I.E.E. = INGRESS/EGRESS EASEMENT L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT M.H. = MANHOLE MON. = MONUMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM V� \ c' ,VA GA1.1 \\ n02n O Oq eat \\ PB\ OP\ i� IC.B. PR�yp2.lE\ .�q.p o\ N N.R. _ O.E. _ O.M.E. = O.R.B. = O/S = O.S. _ P.B. _ P.C. _ P.C.P. = P.D.E. _ P.G.E. = P.K. _ P.O.B. = P.O.C. = P.P. _ P.R.M. = PROP. = P.T. _ P.U.E. _ R RAD. _ RADIAL tHANG EASEMENT 1HANG MAINTENANCE EASEMENT CIAL RECORD BOOK TRACT JRVATURE CONTROL POINT AINAGE EASEMENT .S EASEMENT .ON NAIL GINNING OMMENCEMENT REFERENCE MONUMENT ANGENCY ILITY EASEMENT vok\9 R/W - RIGHT-OF-WAY SAN. - SANITARY S.B.T. = SOUTHERN BELL TELEPHONE S.F. = SQUARE FEET T.O.B. = TOP OF BANK TYP. = TYPICAL U.E. - UTILITY EASEMENT U.L.P. = UPLAND PRESERVATION O = SET 5/8" IRON ROD WITH CAP NO. LB 6674 O = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 ■ - FOUND PERMANENT CONTROL POINT 0 = SET P-K NAIL WITH DISK NO. LB 6674 ♦ = FOUND P-K NAIL No. LB 6674 0 - WATER SERVICES Dd - WATER VALVE O - SANITARY SERVICE ❑ = FOUND PERMANENT REFERENCE MONUMENT 6674 0\ EXISTING ELEVATION IN FEET 0.00 > - PROPOSED ELEVATIONS IN FEET h - DRAINAGE FLOW INDICATOR \ \ \ \ Ci NOTE: * MEASURED TO END OF BOARD, \\ z DESCRIPTION: \ \ \ BEING ALL OF LOTS 121,122,123,124,125 & 126, "ACCORDING TO THE PLAT OF POD 20C AT THE RESERVE, P.U.D. II - CASTLE PINES, AS RECORDED IN PLAT BOOK 43, PAGES 12, 12A THRU 12D, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEYOR'S REPORT: 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE • 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS QF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 121 WHICH BEARS N 63°22'20" E AND ALL BEARINGS ARE RELATIVE TO PLAT. B. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275F ,DATED AUGUST 19, 1B91 11. IMPROVEMENTS IF ANY ARE AS SHOWN. 12 DATE OF FIELD SURVEY: DECEMBER 16, 2003 CERTIFICATION: IMPROVEMENTS, IF ANY, AR S LOCATED NOT VALID WITHOUT T IGNATURE HE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SUR' MAPPER. 14'1 -0S� IONAL SURVEYOR AND W NO. 4981 \ Cl� M•o `OA'ib V N� O = SET 5/B" IRON ROD WITH CAP WITNESS CORNER LB #6674 o 1.0' OFFSET O = ELECTRIC SERVICE A = CAN = LIGHT POST f3 = 11" PINE TO BE REMOVED(TYP) if = 10- PINE (TYP) TO REMAIN (TYP) 7 M Cn q f��pp of PROP. \ W.M.T. NO. 2 ( \ r \ l PROP. O.S.T. NO. 4 a '1 � � 52\CAD\LOT SUIEY B65@t'_Q 1a o „a4 r OF BOUNDARY S AM EST RVEY CLIENT: RESERVE HOMES, LTD. SCANED LB # 6674 `^ W LUCieCODU awson, Noble & Webb, Inc. Na1NEERe • PLANNERS . SURVEYORD 590 NW Peacock Boulevard, Suite 9, Pori St. Lucle, Florida 34986 Cr72) 8TB-1700 • fax: (772) 878-1BO2• email: Inw-pslolnw lnc.com West Palm Beach Port St. Lucia REVISION FB/PG DATE BY CK'D DATE:12-16-03 FORMBOARD TIE-IN SURVEY 3-31-04 CTL GRB BY:JDM CK'D: F.B.: PG: JOB NO.: B652 PROPOSED LOTS 121 -iz2, 123, 124,-125 AND 126 PROPOSED PLAT OF POD 20C AT THE RESERVE, P.U.D. II - CASTLE PINES DESCRIPTION: A PARCEL OF LAND LYING IN SECTION27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE -SOUTHEAST CORNER OF TRACT 1, AS SHOWN ON THE PLAT OF POD 20B AT THE RESERVE; P.U.D. II - CASTLE PINES, AS RECORDED IN PLAT BOOK 39, PAGES 3 AND 3A, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA: THENCE NORTHERLY, TRAVERSE THE EASTERLY BOUNDARY OF SAID TRACT BY THE FOLLOWING TWO COURSES: 1. NORTH 06044.'40" WEST, A DISTANCE OF 346.61 FEET 2. NORTH, 37030'45" WEST, A DISTANCE OF 153.64 FEET THENCE NORTH 52029'15" EAST, DEPARTING SAID EAST LINE, A DISTANCE OF 294.20 FEET TO THE POINT OF BEGINNING; THENCE NORTH 63022'20" EAST, A DISTANCE OF 66.93 FEET; THENCE SOUTH 26°37'40" EAST, A DISTANCE OF 168.00 FEET; THENCE SOUTH 63022'20" WEST, A DISTANCE OF 66.93 FEET; THENCE NORTH 26037'40" WEST, A DISTANCE OF 168.00 FEET TO THE POINT OF BEGINNING. SHEET 1 OF 2 LEGEND: A = DELTA ANGLE L = ARC LENGTH CATV = CABLE TV C.B. = CATCH BASIN C.B.S. = CONCRETE BLOCK & STUCCO CL = CENTERLINE CONIC. = CONCRETE COV. = COVERED D.E. = DRAINAGE EASEMENT ELEV. = ELEVATION E.O.P. = EDGE OF PAVEMENT "E.O.W. = EDGE OF WATER F.F. = FINISHED FLOOR FND. = FOUND F.P.E. = FLOOD PLAIN EASEMENT F.P.L. = FLORIDA POWER & LIGHT I.E.E. = INGRESS/EGRESS EASEMENT L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT M.H. - MANHOLE MON. = MONUMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM TRACT 1 POD 20B AT THE RESERVE P.U.D. II —CASTLE PINES P.B. 39, PAGES 3 & 3A N.R. O.E. O.M.E. O.R.B. O/S O.S. P.B. P.C. P.C.P. P.D.E. P.G.E. P.K. P.O.B. P.O.C. P.P. P.R.M. PROP. P.T. P.U.E. R RAD. - NOT RADIAL = OVERHANG EASEMENT = OVERHANG MAINTENANCE EASEMENT =.OFFICIAL RECORD BOOK = OFFSET =,OPEN SPACE TRACT = PLAT BOOK = POINT OF CURVATURE = PERMANENT CONTROL POINT = PRIVATE DRAINAGE EASEMENT = PRIVATE GAS EASEMENT = PARKER KALON NAIL = POINT OF BEGINNING = POINT OF COMMENCEMENT = POWER POLE " = PERMANENT REFERENCE MONUMENT = PROPOSED = POINT OF TANGENCY = PRIVATE UTILITY EASEMENT = RADIUS = RADIAL - c��\e \\ P \ \ QO \ / 1 8.\ \ / 'PROP \ / v C.B. \PROP. Opp O \y 9 P — P.O.C. \ \ S.E. CORNER \ \ TRACT 1 \ \ SURVEYOR'S REPORT: I. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF'THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB,.INC. IN WRITING, 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 121 WHICH BEARS N 63°22'20" E AND ALL BEARINGS. ARE RELATIVE TO PLAT. B. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. � y, 0 9. ELEVATIONS SHOWN HEREON ARE BASED ION N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHWZONE X'-�, ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275F., DATED,AUGUST 19, 1991 11. IMPROVEMENTS IF ANY/ARE'AS SHOWN.'- 12 DATE OF FIELD SURVEY: DECEMBER 16, 2003 CERTIFICATION: IMPROVEMENTS, IF ANY., ARE AS LOCATED. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. R/W = RIGHT-OF-WAY SAN. = SANITARY S.B.T. - SOUTHERN BELL TELEPHONE S.F. = SQUARE FEET T.O.B. = TOP OF BANK TYP. = TYPICAL U.E. = UTILITY EASEMENT U.L.P. - UPLAND PRESERVATION 9 = SET 5/8" IRON ROD WITH CAP NO. LB 6674 O = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 r = FOUND PERMANENT CONTROL POINT - SET P-K NAIL WITH DISK NO. LB 6674 = FOUND P-K NAIL No. LB 6674 0 -= WATER SERVICES D4 - WATER VALVE - SANITARY SERVICE El= FOUND PERMANENT REFERENCE MONUMENT 6674 0� = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET .h = DRAINAGE FLOW INDICATOR . ' 1 11 3 vo 0 \c SHEET 2 OF 2 = SET 5/8" IRON ROD WITH CAP WITNESS CORNER LB #6674 o 1.0' OFFSET O = ELECTRIC SERVICE A = CATV = LIGHT POST f� = it" PINE TO BE REMOVED (TYP) 4F = 10" PINE (TYP) TO REMAIN (TYP) \ P,\G00-699\B652\CAD\L0T SURVEYS\8652(s121.dwg 12/08/2003 01:09,05 PM EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. SCANNED LB # 6674 `^ W B lYq• • • • • • • • • •0 9660010 .Lucie C®unt�Lawson, Noble & Webb, Inc. ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986 (772) 878-1700 • lax: (772) 878-1802• email: Inw-pslolnw-inc.com West Palm Beech Port St. Lucie REVISION FB/PG I DATE BY CK'D DATE:12-16-03 BY:JDM CK'D: F.B.: PG: JOB NO.: B652 r S-l%-e�3 IAN'D. MORRIS, PROFESSIONAL SURVEYOR FLORIDA REGISTRATION NO. 4731 BY St. Lucie County PRODUCT CONTROL NOTICE OF ACCEPTANCE Eastern Metal Supply, Inc, 3600 23rd Ave., South Lake Worth ,FL 33461 NIIANII-DADE COUNTY FLOP.ID r METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE h4ETRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLOR& 33130-1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECnON (305) 375-2527 PAX_(305)375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROLDIVISION Your application for Notice of Acceptance (NOA) Of: (305) 375-2902 FAX (305) 372-6339 0.030" Galvanized Steel Storm Panels Shutter under -Chapter 8 of the Codeof Miami -Dade County gov Construction, and coerning the use of Alternate Materials and Types of mpletely described herein, has been recommended for acceptance by the hEami_Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be validafter the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or Manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify; or suspend the use •of -Such --product or material immediately. BCCO reserve's -the right -,to revoke' this approval, if it is determined by .BCCO that this product or material fails to meet -the Building Code. requirements of the South Florida The ekpense of such testing vrill be incurred by the manufacturer. ACCEPTANCE NO.: 00-09'19.10 EXPIRES: 06/07/2004 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &- PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/07/2001 .. A I �_ i" Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Y60450001\oc2000\\.emDlxces\nouce accep6nce cover page.doc Internet mail address: postmaster@buildingcodeonline.com BAmepaee: ltitp;//}}� }�•-1,Vildinnrndennlen r.rnm 141 X. Eastern Metal Sn12ply Inc ACCEPTANCE No. : 00-0919.10 APPROVED 06/07/2001 EXPIRES 06/07/2004 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE This approves 0.030" Galvanized Steel Storm Panels Shutter, as described in Section 2 of th Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition fc Miami -Dade County, for the locations where the pressure requirements, as determined by SFB- Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This'0.030" Galvanized Steel Storm Panels shutter and its components shall be constructed in stric compliance with the following documents: Drawing No. 001252, titled "24 Gage Galvanized Berth Steel Storm Panels", prepared by Tilteco, Inc., dated July'10, 2000, last revision: #I dated April 3 2001, sheets 1.through 9 of 9, signed and sealed by Walter A. Tillit .Jr., P,E., .bearing the Miami :.. ..: Dade,,Covety.P.roduct.Control.appmval stain ..with;. p the Notice.ofAcceptance_nurnber.and approva date.by..the;Miami-Dade County.Product Control Division. These, documents shall.hereinafter be referred to as the approved drawings. 3. LIIVIITATiONS - - All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, all times. contamination and damage at 4. INSTALLATION This 0.030" Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with theiapproved drawings. 5. LABELING ' Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement:; "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for: building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly- marked to show the -.,components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A.'rvfakar, P.E. -Product Control Examiner Product Control Division - - F„ `, ,fir:. _... .+.• r. L'. Tl yj ti 91? • r 1 I' - .. _ 1 cr Eastern Metal SuppIv Inc ACCEPTANCE No. : 00-0919.I0 APPROVED 06/07/2001 EXPOS 06/07/2004 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed ant original submitted documents, including test -supporting data engineering years. documents, are no older than e (8) 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and following statement: "Miami -Dade County Product Control Approved", or as specifically stated in specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this'prod and the prodiicf Ts not in compliance with the code changes. b- The product is no longer the same product (identical) as the one originally approved, P.--::.If.,the Acceptance,holder.Las not ppmpJj�d.-With all the requirements of this,a.Cceptance,. including correct installation of the product....._ ; d..• The . engineer, who originally prepared, signed and sealed the required documentation, iriitia submitted, is no longer practicing the engineering profession. 4. Any revision or change in the. materials, use, and/or manufacture of the product or process shall automatica be cause for termination of this Acceptance, unless prior written approval has been requested (through t filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any oth purposes. 6. The Notice of Acceptance number preceded by the words Miami Dade County, Florida, and followed by tl expiration date may. be displayed in advertising literature. If any portion of the Notice of Acceptance displayed, then it shall be done in its entirety. 7. A copy of this Accetance as well as approved drawings and other documents, where it applies, shall t provided to the user by the manufacturer or its distributors and shall be available for inspection at the job si at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal c Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. Makar, P _E. -Product Control Examine Product Control Division ST LUCIE,COUNTY FIRE DISTRICT SCANNED BUREAU OF FIRE PREVENTION PLAN REVIEW Sy S�•LucieCountjr 2400 Rhode Island Avenue Telephone: 772-462-8306 Ft Pierce, FL 34950 FAX: 772-462-8466 ( ew Construction ( )Tenant Improvement ( )Addition ( )Renovation/alterations ( )Shell Only Jurisdiction: SLC F.P.B.: B-04-57 Occupancy: Castle Pines Building Dept: 24010579 Address: 8116-8126 Carnoustie Place Number of stories: 2 Contractor Kolter Signature Homes Phone # 772468-4703 Contractor's Address: 2160 NW Reserve Park Trace City: PSL State: Florida Zip Code: 34986 Architect/Engineer: Turner Architects & Planners Phone # 407-658-4151 Building Owner: Review Date: 2/19/2004 Occupancy Type: Apartments Automatic sprinklers: Gross sq ft: 12,704 Net sq ft: Occupant Load: Based On: Construction Type: SBCCI Type: VI unp NOTE 1. All revisions must be in compliance before the final inspection. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Permit fees are required to be paid in full prior to any inspections. 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. A copy of the required revision/s have been transmitted to the Architect () Contractor ( ). 7. Penetrations through rated assemblies shall be of -proper UL design. 8. UL design criteria shall be submitted with the construction plans. 9. Fire Alarm Panels shall be located indoors. THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION IS CURRENTLY ENFORCED. REVISIONS REQUIRED ACCESS BOX IS REQUIRED ( ) ACCESS KEY SWITCH REQUIRED ( ) T. Model "E" Den/Bedroom # 3: Provide an egress window. Plans do not indicate this. :2. Model "E" Master Bedroom: Smoke detectors are required both inside and outside of the sleeping area. Plans do not indicate this. 3. Model "D" Loft/Bedroom: Smoke detectors are required both inside and outside of the sleeping area. Plans do not indicate this. Reviewed by: / Date: 2/19/2004 r 1' Product ' ,, Re�vz e €av , St-Lucia.County, 1?ublrc Works D' i r`ie` v x � r ' `t ��ORIOP Coda Cornplianca Division, r 4UCie " ' Che.-foliowing.products will be installed in the structure: -located at '!SIr 3uilding Permit # DwnerS Nanrie Reaerve Homes LTD Owner's- Address o7nn-':rResetue Jontractor - KotteT Signature -Homes COntractor's AddreSS, 2160 NW Ite,eerve. PRi .Tr --ace Product I Design I Man .ufa ows 1st Choice — `f 5S Norandex 437/438 - TAP CON unit thru puck to 2ndChoiocw,,l�.r c{(3 _L{(,:3 -+4v15e1I 5}4 �Sa� masonry 1 "; embedment:mia.• Is( Choice �}s � l J TIIV .. ." . 2nd Choicer .<., grand x 3 438• R§D{cs TAP .CON unit thru buck to, g8 SG. h 0.g� SL L.., masonry 1} iembed'ment ( .TlCss (other) - Butt Glass i �a - 6D Arch µ,;> w 3y `-rr�xcn —r Alumi llID i16'Gl -1'S62 4S63 *�{ p ab� cecZrsaRS -. t2 cyei ,. Glass Block i �Z Pittsburgh-" Ar us See Plan Detail Sliding Glass Doors - 1st Choice 1 4 _ 2nd Choice t-AN. , S6 ODD masonry 1'} embedment min,' )wing Type Doors .. 1st Choice . 4 `-i 3 z}5 •Enter Pr.pm.,Doo - 2 i10 7" ea., end;l24" oc >j 2nd Choice iv,.#,�btn }�� �� Gen, % Products Benchmark 1(2) #10 .7" ea, end+24!' oc Dverhead Garage Doors 1st Choice SS 1(2)5/16%1 2nd Choice Irwvil x.'' a c e 17 5/a Lag Screws at each Bracket a ',00fing Material Aspha4t/Fiberglass Metal Other'6i�� hutters. - ...t+. Choice t'i5 —8d S e :a 'StdpR.`1 ';.2�4 GuA�rz,.�`r�+`s,�s , t }�1-.A•N. .F,. F.�\,o re„i e..,oA fha ohnvn nmm�nnonfo anri r1 aAA{no o:nA hom�ci-.a }i n!.?Cr�i' ..S:i ...{h Irovide adequate resistance to the wind loads and forces specified lame: 4� N�` i �� g Slgrzature . )esign Firm G4- A5S0(2 f � ire• Cent No �' �� St. Luac Countf Budding and "Zoning Department 300 viroinin Avenue Fort Pierce, FL 34982 561-462-1553 SGAN ED BY St. LUCK county Design Certification for Wind Load Compliance This Crrtiflmdon is to be completed by the project design architect or engineer. This C_—fincauon must be submitted wit.`. all &ppliradons for building permits involving the construction of new residence (single or multi- family), residential addition. any aeerssary structure requiring a building permit, and any nomaidential structure. This C-reification shall not apply to interior renovations (provided that no suuctura( walls. columns orother similar component is bring effcctcd) and cenain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. Pro cat Name Offices Usc Only Street Address Pamir Number Occupancy Type Construction Type Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. 1 also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Desiv Parameters and Assumptions Used: (Please check orcomplete the appropriate box.) 1. Florida Building Code 2001 Edition __,X_, . ASCE 7-98 2. Building Design is (check one) Enclosed X Partially Enclosed Open Building 3. Building Height: Z4— � 4. Wind Speed Used in Building Design: 12J�' 3 second gust S. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line W:5�-nrJb � 6. Average Wind Velocity Pressure on Exterior Faces of Structure 3t) PSF 7- Peak Wind Velocity Pressure on Exterior Faces of Structure 3"7 PSF 8. Importance/Use Fadtor'(obtain frum Building Code): 1.0 9. Loads: Floor 2 i5 PSF Roof/dead 55 PSF Roofllive SS PSF 10., Were Shear Walls Considered for Structure (check one): Yes X No if No, attach explanation) 11. Is a Continuous Lead Path Provided (check one): Yes X No (if No, attach explanation) 12 Are Component and Cladding Detail Provided (check one): Yes No _(if No, attach explanation) 13.Minimum Soil Bearing Pressure: 2S6<0 PSF As witnessed by my seal,l hereby certify that the Information included with this certlficatigli'u^ tvetutd correct, to the best of my knowledge and belief C� . Name: R. Qt:t�N 1 uRk�R Certificationtf: Ilr-ici7 ea He` Design Firm: G L - Date: - 1 _6 y SLCCDV Form s 02MO 1 N a EL T N N r m m N N r r m m m m Cl) m m N m N N .-I EqulpmentScWule UnW e SMR12 H9RF 'Sr mdaq,1 ,140 TO=..3 oorkdurrf rood#12-#Ad-34 ` A41 kifModioee yll--5/4 'Heat! ariucd:/� G',8 o� serastle Coc Lco"Cookv (or. DOO raid cod ants L C-) W > F m m VAW WIM - jd4 m 12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 03 The Torrey Model C HVAC Load Calculations for Koller Signature Homes, Inc. 2160 NW Reserve Park Trace Pod St Lurie, FI 34986 A Prepared By: Jose Nisair Air Conditioning 1501 Decker Ave. - Ok_04 Stuad,F1 34994 772 283-0904 Tuesday, December 23, 2003 12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 04 Client City: Client Phone: Company Name: Company Representative: Company Address: Company City: Company Phone: The June 04, 2003 ure Homes, Inc. serve Park Trace Port St. Lucie, FI 34986 7724884703. Nisair Air Conditioning Jose 1501 Decker Ave.- D404 Stuart, FI 34994 772-283-0904 Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: _ "25 R ABitude,Factor, - A999' Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor. 1.000 Elevation Heating Adj, Factor: 1.000 Elevation Heating Adj. Factor. 1.000 Outdoor Outdoor Indoor C)rvHulb Wet Bulb Ref.Hum Winter: 42 0 0 Summer: 90 78 50 Indoor Dry Bulb 72 75 Grains Difference " 0 61 Total Sensible Gain: 29,969 Btuh 84 % Total Latent Gain: 5,810 Btuh 15 % Total Cooling Required With Outside Air: 35,779 Btuh 2.98 Tons (Based On Sensible + Latent) All computed results are estimates as building use and weaMer may vary. Be sure to select a unit that meets both sensible and latent loads_ 12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 05 Summer: Calculate: Use Schedule: Roughness Factor. Pressure brop: Minimum Velocity: Mabmum VelodtY Minimum Height Eli Yes 0.00300 0.1000 1n.wgJ100 ft. 650 ftJmin 900 Umin 0 in: 6 im MI Yes 0.01000 0.1600 in.wgJ100 ft. 450 ttJmin 750 ftJmin 0 in. 0 in. 50 75 61.09 Infiltration: 0.700 AC/hr OAOO AC/hr Volume of Conditioned Space: X 16072 Cul. X 16072 Cu.ft. I , t,250 Cu:ftahr 6429 Cu.ftJhr X 0:0767, X` 0.0167 Total Building lnfifth&n: 188 CFM 107 CFM Total Building: Ventilation: 0 CFM 0 CFM —System 1— Infiltration & Ventilation Sensible Gain Multiplier: 16A9 = (1.10 X 0.999 X 15.00 Summer Temp_ Difference) Infiltration & Ventilation Latent Gain Multipiier: 41.50 = gea-X 0.999 X 61.09 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier. 32.97 = (1.10 X 0.999 X 30.00 Winter Temp. Difference) h�7 U� a m N N r m m N N r r I m m CD N m m N N H r (V C�Mr NN Rig 18 3 r N r T'N r (amP 0 T T T T nM'4Oa NaO rtp �e�hh OaD�� �M`n OfNd-N 07 r WMNnv_ roN k-;moo 01 S'n S i MOWNNYi �mNt�No)I��r _ ffVV �1�TTN 12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 07 Total Butlding Summary Loads 1A-hb%o Gld&@Single pane, operable Window, heat- G7 2,171 0 2,170 2,170 absorbing; metal frame with break, ground reflectance 0.32, outdoor,insectscreen Witte 5O% coverage, dark color drepes'with:loom weave ;with ,26% coverage IA-hb-o: Glazing !Single pane, operable window, heat- 40 1,296 0 1,268 1,288 absorbing, _metal frame with'broak: ground reflectance = 032, dutdoo ;insect screen with 50% coverage, light color drapes witfi medium weave with 25% coverage 1A-hbd: Glaaing4ingle pane, sliding glass door, heat 218.8 7,092 0 7.082 7.082 absorbing, metal frame with break, ground reflectance d 0.32 outdoor insect screen with 50% coverage, dark color drapes wlth loose weave with 25% coverage 11D: pgOr-Ssi 'Core 41 480 0 415 415 AA2-Vapor Sivald: Well -Block, , R-4.1 reflective insulation and vapor baffler Stucco open,core ;:e-- plus interior finest! 1878 11,324 0 6,795 6,795 12Mbw: Well -Frame, R-11 insulation In 2 x 4 stud cavity, 124 361 0 110 110 no boardlnsulallon, brick finish, woodsluds 16B-19:''Ro66Ceiling-Under attic or knee wall, Vented 1683 2,474 0 4,123 4,123 Attio, No Radiant Bander, bark Asphalt Shingles or Dark;Metal; Tar and Gravel or Membrane, R-19 insulation 2OP-0c: Floor -Over open crawl space or garage, Passive, 1107.5 12,792 0 4,W5 4,265 no insulation, carpet or hardwood 22A-pm: Floor -Slab on grade, No edge insulation, no 119 4,212 0 0 0 insulation. below floor, Rdy floor cover, passive, heavy dry. or llghtwetsoil Subtotals"forsbvcture: �_ .. 42,202 0 25,228 25,228 People: 4 Boo 920 1,720 Fquipmibnt: 0 0 0 Lighting: 0 0 0 Ductwork: 3,585 563 2,056 2,619 Infiltration: Winter CFM: 188, Summer CFM:107 0,183 4,447 1,765 6212 Ventilation; Winter CFM: 0, Summer CFM:O 0 0 0 0 Total Building Load Totals: 51,970 5,810 29,969 35,779 j• . :t w. s: 21 i �.. SY.. Total'Buiidin9 Supply CFM: 1,303 (5 CM Per Sureft 0.810 Square R of Room Area: 1,884 Square ft. Per Ton: 565 Total Heating Required With Outside Air. 51,970 Btuh 51,970 MSH Total Sensible, Gain: 29,969 Btuh 84 % Total latent Gain: 5,810 Btuh 16 % Total Cooling Required With Outside Air: 35,77f9Btuh 2.98 Tons (Based On Sensible + Latent) ..If r BIT .. .. Fi: :. .. y fq''1 `:'': ,Of... p"Ma > �.,a �...4" A11 1L �GYl�lr Calculations are based on 8ttt edition of ACCA ManuelJ. All computed results are estimates as buildinguse and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i i i V t , i 12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 08 0.32. outdoor insect somenwdhi5.0"/e coverage, dark colordrap4mlih loose weave with 26% coverage 1A-hb-o: Glaiing-Single pane; operakle'mindow,.heat- 40 1,295 0 1,288 1,288 absorbing; metal frame with 'break, ground reflectance 0:32, outdoor insect screorrwlth 5UPh coverage, light color drapes with medium weave with 25% coverage 1Afit7d: Glazing -Single pimaj sliding glass door, heat- 218.8 7,092 0 7,082 7,082 ab%orbing,;metal frame with breek, ground reflectance -:0132, outdoor insect screen with: 50%, coverage, dark color•:drapes with loose weave with 25% coverage 416 11 Mboor Solid Core 41 480 0 416 AA2-Vapor Shield: Wall -Block, , R4.1 reflective insulation .and vapor barrier Stucco open core . plug Intefior flnlsh. 108 11,324 0 5,795 6,795 12Mbw_ WalkFrame, R-11 insulation lih.2 x 4 stud cavity, 124 1611 0 110 110' no board insulation, brick finish, wood studs 16849:RooflCeiling-Under aft or•kheewell, Vented 1083 2,474 0 4,123, 4,123 Atdc, No Radlant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-19 insulation 20P-ow..Fibor-Over open Crawl'space of garage, Passive, 1107.5 12,792 0 4,265 4,265 no insulation, carpet or hardwood 0 22A-pm: FloorSlab,on grade, No edge Insulation, no 119 4912 0 0 insulaflon below floor, any floor cover; passive, heavy dryor.lightwetsoil. Subtotals for structure, 42,202 0 25,228: 25,228 Pedplei 4 800 920 1,720 Equipment 0 0 0 Whom, 0 0 0 Ductwork: 3,685 563 2,056 2,619 Infiltration: Winter CFM:188, Summer CFM: 107 6;163 4,447 1,765 6,212 Ventilation. Winter CFM: 0, Summer, CFM: 0 0 0 0 0 System 1 Torrey Mod. C Load Totals: 51,970 6,810 29,969 35,779 SupplyCFM- 1,3B3 (5.1 AC/hr) CFM'PerSquarefL: 0,810 Square ft, of Room Area: 1,684 Square ft Per Tan: S65 Total Sensible Gain: Total Latent Gain: Total Cooling Required Wllh Outside Air: All computed results are estimates as t Be sure to select a unit that meats both 29,969 Stuh 84 % 5,810 Btuh 16 % 36,779 Btuh 2.98 Tons (Based On Sensible + Latent) use and weather may vary. le and latent loads. •12123/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 09 frame with breal sect screen with color ;drapea with medium weave with 25% coverage 1A-hb d:',9160ifgSingle pane, sliding glass door, heal - absorbing, metal flame with break, ground: reflectance 0.92, outdoor -insect screen with 50% coverage, dark color drape's Wilh' loose weave with 26% coverage 11 D Dcor`�ciiii .Core AA? Vapo` Shields Wall -Block, , RAI reflective insulalon ane'vapor'bartier Stucco . Wrame, R-11 Insulation to 2 x 4studcWhy, risglation, brick finish, wood studs. Ea ling=Under Me or knee wall; Vented tadiant Barrier, Dark Asphalt Shingles or il; Tar and Gravel or Membrane, R-19 Over open crawl space or garage, Passive; on, carpet or hardwood Slab on grade, No edge insulation, no below floor, any floor cover, passive, heavy 107' System 1, zone 1 Load Totals: 2, 40 1,296 218.8 7,092 41 480 1878 11,324 124 301 1683 2.474 1107.5 12,792 119 4,212 0 1,268 I'm 0 7,082 7,082 0 415 415 0 51795 5,795 0 110 110 0 4,123 4,123 0 4,265 4,265 0 0 0 42,202 0 25,228 25,228 4 800 920 1.720 0 0 0 0 0 0 3,585 563 2,056 2,619 6,183 4A47 1,765 6,212 51,970 5,810 29,969 35,779 Square,ft. of Room'Area: 1,684 Square ft. Per Ton: 665 AIM ft NINE Total Heating Required. 51,970 Btuh 51 970 MB Total Sensible Gain: 29,969 Btuh 84 % Total Latent Gain: 5.810 Btuh 16 yn Total Cooling Required: 35,779 Btuh 2.98 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Manual J. All computed resutis are estimates as bulding use and weather may vary. Be sure to select a unn that meets both sensible and latent toads. 12/23T2003, .00:05 7722837229 NISAIR AIR CONDITION PAGE 10 9 12/23/2003 00:05 7722837229 NSSAIR AIR CONDITION PAGE 11 19.0 ft System Number: 1 13.5 it. Zone Number. 1 257.0 sq.ft. Supply Air. 176 CFM 9.4 ft. Supply Air Changes: 4.4 AC/hr 2,411.0-ou.ft. Required Vent.: 0 CFM 2 Actual Winter Vent.: 0 CFM 88 CFM Percent of Sup, pty..: 0 % 5 im Actual Summer Vent.: 0 CFM 644 urnin. Percent of Supply: 0 0/0 0.100L in.wgJ100 tt Actual Winter Infil.: 22 CFM 0.341 in.wgJ100 ft. Actual Summertnfil.: 12, CFM E -Will-AA-2-Vapor Shield 9 X 9.4 84A 0.201 6:0 510 1.4 0 122 N -GW1A-hb-o shgo-0.52100%8 40 1.080 32.4 1,296 31.7 0 1,268 UP Ceil:_168.19 19 X 13.6 2565 , 0 049 1.5 377 15 0 628 066400-0C 13.5X.19 256c5 _6.385 11.6 2,963 3:9 _ 0 '988' Subtotals for Structure: 6,638 0 3,393 Irifil,.: Win.: 21.8, SUM.:12.3 27A 2.608 711 0.745 512 203 Ductwork: 0.074 500 0.074 86 265 Room Totals: 7,249 598 3,061 12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 12 Room Length: Room Width: Area: Ceiling Height Volume: Number of Registers; Runout Air: Runout Duct Size: Runout Air Velocity: Deeign toss: Actual Loss: 24M It System.Number 14.0 ft. Zone Number. 336.0 ag.ft Supply Air: 9.4 fL Supply:AlcChanges: 3.158.0 cu.ft. Required Vent.: 3 Actual Winter Vent.: 79 CFM Percerrt,oESupply.: 5 In. AblualSummer Vent.: 582 Wmin: Percent of Supply: 0.100 In.wg./100 ft ActuetWinter Infil.: 0.278 in:wg./100.ft: Actual Summer Infil.: 1 1 238 CFM 4.5 AClhr 0 CFM 0 CFM 0 % 0 CFM 0 % 28 CFM 16 CFM S -Wall-AA2 Vapor Shield 14 X 9A wa 0.201 6.0 414 1.8 0 123 S-Gls-1Xhbashgo-0i52IDO%S 15 1.000 32.4 466 32.4 0 486 8-Gls>1A-htrdshgta0:52106%S 48 1.080 32A 1,556 32.4 0 11554 (2) UP-Cell-1613-19 24 X 14 336 U49 1.5' 494 2.5 0 823 Floor-20P-0c 14 X 24 _. 338 0.386 11.6 ~ 3.881 3.9 0 _ 1,294 Subtotals for Structure: 8,191 0 4,608 1nfil.:Mn.; 28A Sum.:18.2 357 2.609 932 0,745 671 266 Ductwork: 676 0.074 112 359 Room Totals: •0.074 9,799 783 5,231 12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 1-3 R Detailed Room Loads - Room 4 Mstr/Bth/IN/C (Peak Method) NiYG Calculailonmode: Ht®. & dg: Occurrences: 1 Roonr'Length: RoomVYidth: 35.0 A. System Number. 1 Area;: 12.0 ft: Zone.Numher. 1 420:6 sq.ft. Supply Air. -IN CFM' CeTngFleiOht Vclume: 10.0-ft- - SupplgAir-Changes; - 5:2- AC/tu 4,200.0 cu.ft. Required Vent: 0 CFM Ntrinbe'rofRegistem: 3 Actual Writer Vent: 6 CFM Runotit--Air. Runorif=buct 122 CFM Percent of Supply:: 0 % Size: Runput=AirVeloctly: 7 in. Actual Summer Vent: Percent 0 CFM l)estgri Lass: 458 ftlmin. 0.100 of Supply_ Water 0 % in,wgl100 R Actual Infil.: 37 CFM Aotual(Loss: �.. 0.108 n wgJ100 it. Actual Summer lnfil . 21 CFM W Well;WVeporShield:35X10' 350, 0.201 6.0 21111 5.4 0 1,885` S We11 HA2 VeparS-hield 12=X 10 67, 0.201 6.0 344 1.8 0 102 S -Gls t 4-hb-0 SNC-052100%S 15 1.080 32.4 488 32.4 p 486 S -Gls 1A h" shg6QA2100%S 48 1 080 32.4 1,556 32 4 0 1 554 UP CerW78B 19 35'X 12 420 6.049 1.6 all 25 0 1,029' Flo0- ROP=0c 12 X"35 _ . _ - 420 0,386 1'1.6 4 851 _ 3:9 0 _ 1,617 .. Sulttotals"for Structure;. 9,965 0 6;673 Infil :,Win.: 372, Sum.:21.3 470 2,611 1,227 0.746 882 350 oucMdrlc:. 0.074 829 0,074 140 55M1 People:200 lour, 230'g 00 2 400 460`., 12,021 1,422 8,034 12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 14 N N, K� N' N wea Koom L-aaas - ffoom o i-analmair ruaK'm1ernuq,j alien Mode: Hw, & c1g. Occurrences: Length. 10.0 ft. system Number. Width: 11.5 ft. Zone Number. I84.0 sq.ft. Supply Air - I Height 9.4 ft. Supply Air Changes: 6: 1,730.0 cu.ft. Requiriod WiTE: or of Registerr: I Aclual[Wnter-Vent.: i Air; , 109 CFM Percent as'Upply.; tiDuct Size: 6 In. Actual Surnme'r Vent.: I Air Velocity: 555 Urnin. Percent of Supply: rLoss: 0.100 ln.%gJ100 ft Actual W1rVWr Infil.s Loss: 0.197 ln.wgJ1 00 ft. Actual Summer Infil.: 791 or Shield 10 X 9.4 6X9-4 or. Shleld:6 Xr9A fS 1404.52 100%S 94 0.201 39.4 0.097 20.4 0.201 17 omd 24 0.390 12 1.080 184 0.049 tdr Structure: :24.6, Sum.: 14:0 310 Room Totals: 2.9 6.0 1 -11 11.7 Z611 1 0-074 567 64 115 0.9 123 2.6 199 iw 281 10.1 389 32.4 270 215 1,168 0.0 3,738 810 0.745 337 0.074 4,883 109 CFM 3.8 AC/hr 0 orm 0 CFM a % 0 CFM 0 % 25 CFM 14 CFM 0 506 0 35 0 53 a 179- 0 243 0 389 a 451 0 '0 0 1,999 682 231 62 164 644 2,394 •12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 15 Room Length: 13.5 it System Number. I Room aft: 13:0 ft. Zone Number: 1 -Area:. 176.0 sq.ft. Supply Air. 125 CFM Ceiling.Helght QA fL- Supply Air Changes: 4.6 AC/hr Volume: 1,8500 cu:tt Re4uiredVent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runoutft 63CFM Pement of Supply.: 0 % Runout Dud Size: 5 in. ActuatSummer Vent.: 0 CFM Runout Air Velocity: 464 Umin. Percent of Supply. 0 % Design Low: DAM in.wgJ100 fL Actual Winterinfil.: 23 CFM Actual Coss; 0.178 in.wgJ100 ft. Actual Summer.lnfil.: 13 GFM MUMt E Malk i42-Vapor'Shleld 18 X 9.4 169.2 0.201 6.0 1,020 1.4 0 245 S-WaiPgW.Vapor Shield 13 X 9A 81.4 0201 6.0 491 1.8 0 146 S-GIs-1'A-hb-dshgc-0S2100%S 40.8 1.080 32A 1,322 32.4 0 1,320 UP-CefMl GB-49 M5 X 13 175:5 0:049 1:s 253 _2.6_ 0 430 Fl6or.22A-Pm 31 B..Per. 31 1.180 35A 1,097 0.0 0 �0 Subtotals for Structure: 4,188 0 2,141 InfL.,Wn:23.1,Surn-132 291 2.612 761 0.746 547 217 Ductwork 0.074 367 0A74 59 191 People:200_laYper,230sen/per. 1.. 200 230 Room Totals: _...� 6,316 806 2,779 r='• '� 12/23/2003 ee:05 7722637229 RISAIR AIR CONDITION PAGE 1G Room Lenol., 18.0 ft. SysterwNumber 1 Room Width: 12.0 ft. Zone Number. 1 Area: 216:0 sq.ft. Supply Air. 264 CFM Ceiling Height 9.4 ft. 6uppty;Air Changes: 7.8 AC/hr Volume: 2,030.0 ou.ft. Required Vent.: 0 ,CFM Number of Registers; 2 Actuel.Wnter Vent: 0 CFM RunoutAir, '• 132 CFM Percentof Supply.: 0 % RunoutDuctSize; 7 in. ActuaUSummerVent; 0 CFM Runout Air Velocity: 494 fUmin. Percent of Supply: 0 % Design loss: 0.100 im"1100 C Actual Winter Infil.: 41 CFM Actual Loss:-, DAV _in.wgJ100 ft. Actual Summer lnfil.: 23 CFM S E N S 13 X 9.4 74:2 6X9A 22A 80 100%S ,48 (2) E-094A-hb.d shgo-0.52100%8 (2) UP-CMM613=1918 X 12 0.201 0.0 447 1.8 0. 0:201 6.0 135 1A 0 0.097 zt9 246 0:9 0 1:080' 32A 1,556 -32.4 =0 34 1.080 32.4 1,102 32A 210 0.049 1.5 318 2.5 E 133 32 75 1,554 1,100 526 Subtotals forSt ucture: 7,281 0 4,790 Infd.: Win,- 40A Sum :23A 517 2-609 1,349 0,747 971 388 Ductwork: 0.074 639 0.074 72 398 People: 2001aYper, 230 son/Der. 1 200 230 Room Totals: 9,289 1,243 5,804 12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 17 1 --. Foyer 95 3,433 45 1-5 em 1,866 314 85 85 2 KtNBrk 257 7,249 94 2-5 %4 3,861 598 176 176. 3 Liv/Din 33e gAg 127 3-5 582 5231 783 236 238- 4 NWIMMic 420 12;021 156 3-7 456 8034 1,422 366 366 5 1-6ndMall 184 4A83 63 1-6 60 2: 1 644 109 109 6 Mini 0-3 176 5,316 69 2� 4e4 2,779 808 In 126 7 Bdrm VJBM L16 9,202 120 2-7 494 5,804 1243 2154 264 --sygemijotal 1"664, 51,676 676 29969 5,810 1,363 1,363 item I Main Trunk Size: 16ii17 in. ,lo'do: — 112 ftIrWn Type: Brand: tfWWriGy. Sound: Capacay: Sensible Capachy: Latent Capacity: n1a We 0 BtUh O'Btuh F i av I r` rt ' I zlvq, .. J' tl zy n. ;- I r+ay3 11'o-i Ji•l •, :�:..w!, "J tw � F it -.ma; _ i, _, _lw.i. _ a_ ;l:•. c.'�; C:i„LJF(••'.i'; � '.� ` ., "j c` " ial'. ;:j.`"s •'9i (I`c�'_:i , : �'.!(7i i-EP ,.. . � •%'��ss`,st:�:: ae:a= ����+<<.,�z�•��� l��z-Wis �:?.�� co���__..io,; �;c�; �.yl 12/23/2003 00:05 FORM 60OA-2001 7722837229 Tested. NISAIR AIR CONDITION be;certified in. PAGE 18 Florida Department -of Community Affairs Residential Whole Building performance Method A THE TORREY MOD. C Builder State:_ PORT ST_ LUCIE, FL_ :r. KQLTER'SIGNATURE HOMES. INC. ate Zone: Centel 1. New construction or meeting 2, ;jingle 6vngy ormuld-farmly 3. Number of units, if multi -family 4. Number of$odroonts S. Is this asvorat case? 6. Cooditiouad floor am(W) 7. Glms Brea & typo a. Clear glaaa, 4clult U-factor b. Da6udt dat c, Labeled uerr 'SHGC S. floor typos a. Slab{ rf rwndc Edge htsaladon b, Raised Wood, Stem Wail a, WA 9. well types a. Concrete, rnt InsnL Esrerior b. Fmmr. Wood. Adjacent WA d. N/A e. NIA it. Under Aide b. NIA e. NIA 11. Duch(LoakFree) a. Sup. Vacs Ren Urn. AR: Attic b, NIA New _ Malddamily ,_ 8 _ 3 Yea 1693lp Sinsla Fait Double Pane _ 0.0& 0.0fr 325.8 ff 0.0 fe `. . 0.0>;? 0.0m R�0.0, 114.0(p) B _ R=4.1, 221 %0 t1a R-I1.0, 141.0 8' R=19.0, 1000.E fo _ Sup. R-6.0, 125,0 ft _ Permitting Office: Permit Number. Jurisdiction Number. 12. Cooling systems a CeatralUeit b. N/A o. NIA 13. Heating syemms a. Electric Heat Pump b. N/A a. N/A 14. Hotwatersystema a. Electric ReRbrtanco b. N/A a. Conservation ctedite (HR-Heat recovery, Solar DI -Dediratod heat pump) 15. HVACcraft (CF-Cci'Iing fan, CV -Cross ventilation, HF-wbolc house fan, PT -Programmable Thermostat, MZ.GMultbanc cooling, W7 H Multmonc heats q) Glass(Floor Area: 0.19 Total as -built points: 25553 PASS Total base points: 25607 I hereby certify that by this calculat s Energy Cod DATE: I hereby certify that this compliance with the Flo OWNER/AGENT: _ DATE: and specifications covered r t-- C :3 �i as designed, Is in Review of the pled$ and specifications covered by this calculation Indicates compliance with the. Florida=Eijergy Code: Before constructionis completed thisbuildingwlli eiinspected'for compliance wittrtSedion_553.908 Florida Statutes.' BUILDING OFFICIAL: DATE; EnergyGaugeO (Version: FLRCSB v3.30) Cep: 36.0 kBtulhr _ SEER:12.00 Cap; 36.0 kBul r HSPP:7.50 F,F: 0.94 _ PT, _ 12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 20 FORM 60OA-2001 Tested sealed ducts must be certified in this house. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, PORT ST., WOE, FL, PERMITV BASE AS-SM; ILT GLASS Wks .18 X C6016ned X 13SPM = points Overhang Floot,Area Type/SO QnA Lon Hgt Area X SPM X SOF =Points 26.76 710.8' SIM16, Tird E 13.0 5,0 12.0 M.27 0.37 236.5 Shlijig'Ttm. K 2.0 6.0 40.0 6327 0.65 lens sinlile, fik' r; 0.0 6.0 25.0 53.27 0.44 SMA singpe. Tint S 13,0 6.5 34,0 39.84 0.5D a71'.6 Slni;Je,:rmt W 0.0 9.0 144.0 47M 0.65 M0,61 Single, tk w 1&0 6.0 40.8 47.90 0.45 860.0 skv;e, Tint W 2.0 6.0 30.0 47,90 0.85 12Z7.0 7 1"llt taw. WALL TYPES Area X BSPM = points Type k-value Area X SPM = Points Adjacent 141.() 6-70 98.7 Carr�AM, hR inw, Manor Al =1 1.0 1.18 26M.0 Warlar 2211.0 1.00 4260.9 Frarne,*o6d, Adj6mt 41.0 141.0 0.70 98,7, Basa,Totak 2362A 4i99A 2392.0 2707.7 DOOR TYPES -F Area X BSPM = Points Type Area X SPM Points AdW-4Wft 17.0 1.60 272 E*dw inwided 24.0 4.80 116i aderlor 24.0 4..80 1152 Adjacent InsWated 17.0 1.60 272 jBW Tetab, 41.0 U2A. As-fluilt-Towl: 41ao 142A CEILING TYPES Area X BSPM = Points Type R-V able Area X SPM X SCM = Points Under Attie 1000.0 Z13 2130.0 Under Atto 19.0 1000.0 2,82 X 1.0D 2520.0 ease Tomb 1000.0 2120.0 As-ilullt Total: 1900.0 2920.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Step 114. -31.8 436M2 gln"rw4rade Edge Inuftion - 0.0 114.0(p .31.90 VW.6 Ralreed 683.0 -3,43 -23427 Raised Wood, Stern Wafl 19.0 OW.0 .1-60 -1229A ease Total: -6W.9 As4MRt Total, 797.0 AN8.0 INFILTRATION Area X BSPM = Points Area X SPM = Points %31 24083.7 1 1563.0 14.31 24083.7 EneqjGaUgeO DCA Form OWA-2001 EnwgyCWug@VF1aRE32001 FLRCSOva.30 12/23/2003 00:,05 7722837229 NISAIR AIR CONDITION PAGE 21 FORM.60OA-20"Ol Tested sealed4 ducts mutt be certified in this house, SUMMER ' -CALCULATTIONS Residianitial'W.Wle Building P&rfbrrhtind3 Wthod A - DCatiails I ADDRESS:,, PORT'ST. -LUI;kE, FL, PERMIT #: 'BASE -AS-bUILT umMerBaseftjnts; Summer Base points; 42497.6 -summer As -Built points: 34799.81 Total'SOMmer X System = Cooling Tated X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 1.000 (DMw6SMxAHU) (I.W7 x1MO0.254 A. 1.12�3.0 324 -6 6.4266- 1-3863.j 7470.8 laca 1.196X1.10) 0.284 0.950, 11233. 0: a EnwgyGaVe— DCA Force OCOA-2001 M*rgYGau9@aMQREG2001 FLRGSB v3_30 ul N CV m m cq C14 I CS) cq cr) C', 4 CID X. 0: 0 LL 2 V7 C4 `v oij - '14 0 It, m 0 F a. CL 0. IL IL LL it It 11 11 It fi IX >e 0 a q 0 0 q q ct q q q cu ca .0 iow o o o d td 6 Cd w 0 0 CR 0. 0 m 0 0 0 0 0 0 0 6 CNI Cd .1d W Vi- N R. m'wwan333 0 F glf Y iaF CD UVqn at cq 'r if It C4 i—d 'S j m m im Ma x x X x CO co cc QQ is B co LU ou- LL all 19 w -12/23/2003, 00:05 7722837229 NISAIR AIR CONDITION PAGE 23 FdRkl§ObX2001 Tested sealed ducts mustbe certified in this house. WINTER CALCULATIONS LCULATTIONS Residential Whole Building- pirformance M6thod A - Details 1, ADDRESS:, PORT ST. LUCIE, FL, PERMIT #_- I BASE ASmOUILT Winter Base Points: 6467.0 Winter As -Built Points: 13761.1 Total Minter x System Heating Total X Cap X Duct X System X credit = Heating Points Multiplier Points 'Component Ratio Multiplier Multiplier Multiplier Points (J3MwD$MxAHU) U274 405 '37.0 LOW 1.60 (1.078XJ�000XIAI) 6.468. 7.1197 M455 O.M 0.950 7118,6 7110.6 EwayCawN DCA ForM 6M.20M EnwuyGzuvW(aRE32001 FLRCSO va.30 et � N `s 0 •12/23/2003 00:05 7722837229 NISAIR AIR CONDITION PAGE 24 FORM 600A 2001 Tested sealed ducts must be certrfied.in this house. WATTER HEATING &-CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details LeuUKtSS: , PORT-ST. LUCIE, FL, PERMIT#: -- � T Number Of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total, Bedrooms volume Bedrooms Ratio Multiplier 3 2564DO 7692.0 40.0 GAX 3 1.00 2400.34 1.00 7201.0 CODE COMPLIANCE STATUS BASE AS -BUILT' Cooling + Heating +. Hot Water = Total Cooling + Heating + Hot Water Total Points Points `Points' 'Points Points Points Points points PASS e WZ1G0"6- DCA Fon SOS-2001 EnergyG�RES=l FLRCSB v3.30 4w br sw 9 f Equipment Schedule UrYiia/ SEER/4Z �f,.2� .C6N�kT 3 cond"Mod.# I7.�fPB-3� AM 17n1 Mcd.# W SefLsM � f QD0 � i,teooMci 9� 090 rz-zz-zoa3 N W N 0 0 W Co F' A F+ J N N W W J N N LO D m m N 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 03 The Torrey Mod D2 HVAC Load Calculations for Koster Signature Homes, Inc. 21So Reserve Park trace Port St. Lucie, FI 34M ^A ..... , Prepared By., Jose Nisair Air Conditioning 1501 Decker Ave. - D404 Stuart,, FI 34884 M 283-0804 Tuesday, December23, 2003 MTV p's its 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 04 Client Name: Client Address: Client City. Client Phone: Company Name: Company Representative: Company Address: Company City: Company Phone: The Torrey Mod D2 Monday, June 02, 2003 Koper Signature Homes, Inc. 2160 Reserve Perk Trace Port St Lucie, F7 34986 772-468-4703 Nisair Air Condoning Jose 15o1 Decker Ave. - D404 Stuart, FI 34994 772-283-0904 Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Attiluude:Factor.- 0.999 Elevation:Sensible Adj. Factor, 1.000 Elevation Total Adj. Factor: 1.00o Elevation Healing Adj. Factor, 1.000 Elevation Heating Adj. Factor, 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb ReWum Div Bulb Difference Winter. 42 D 0 72 0 Summer. 90 78 50 75 61 1,845 Square Total Sensible Gain: 27,089 Btuh 78 % Total Latent Gain: 7,578 Btuh 22 % Total Cooling Required With_ Outside Air. 34,667 Btuh 2.89 Tons (Based On Sensible + Latent) 1. . Calculations ere based on 8th edition of'ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets bW enslble and latent4oads. 12/23/2003 01:41 7722B37229 NISAIR AIR CONDITION PAGE 05 Summer 90 78 50 75 61.09 Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Ma dmum Velocity: Minimum Height Mabmum Height: Yes 0.00300 0.1000 in.wg./100 fL 650 ftJmin 900 ft./min 6 in. 0 in. Infiltration: 0.700 AC/hr Volume of Conditioned Space: X 22269 Cu.ft. 15,688 Cu."r X 0M167 Total Building, tnfilt elion: 260 CFM Total Building Ventilation: 0 CFM Yes 0.01000 0.1000 In.wgJ100 ft. 450 ftJM!n 750 ftJmin 0 in. 0 in, 0.400 AC/hr X 22M Cu.ft. 8,908 Cuft/hr X M0167 148 .CF.M 0 CFM --System 1--- Infiltration & Ventilation Sensible Gain Multiplier. 16.49 - (1.10 X o.999X 15.00 Summer Temp_ Difference) Infiltration & Venti6tion Latent Gain Multiplier. 41.50 m (0168 X 0.929 X 61.09'Grains Difference) ` Infiltration & Ventilation SevAble Loss Multiplier. 32.97 - (1.10 X 0.999 X 30.00-Wiinter Temp. Difference)', 2H 7 ID M- wWNVW V t(,pp�1 2 w N)ca WOWu fM W VW W_ COW 'no, I O+O4i'WW w.-Vp� A WOOA 0 Q� A gfOM -4 No _jNNV 2i '.s,W� NW O'A O+NO1N NWO AOw Lq !n :i Zn la In In J J N N w W J N N lD D m Ei 12/23/2003 01:41 7722037229 NISAIR AIR CONDITION PAGE 07 •.Nl`.Rd`I# RYM."6TOMA0.RYA4>�YROS#tEIYS SC#50YRYLR.D.'A0.I3RKYASW R C.S4¢Ri>AQ':' N e^AHCkViMR�e� TA �i��Po� %R .R � +� � Total Building Summary Loads T� 1A-fib oC "BongSinBla pane, operable window, heat- . 100 3240 0 3,545 3;545 absorbing, metal frame with break, ground.reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage 1A-hb-d: Glazing -Single pane, sliding glass door, heat- 144.8 4,692 0 4,888 4,688 absorbing, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25%o coverage 110: Door -Solid Core 20 234 0 203 203 AA2-Vapor Shield: Wall -Block, , R-4.1 reflective insulation and vapor barrier stucco open core plus interior finish 2432.4 14;669 0 8,454 8;454 169-19: Roof/Ceiling-Under attic or knee wall, Vented 1845 2,711 0 4,520 4,620 Attic, No RadiantBarrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-19 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 139 4,921 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil 2OP-19: Floor --Over open crawl space or garage, Passive, 752 1,129 0 377 377 R-19 blanket insulation, any cover Subtotals for structure: 31,596 0 21,787 2.1,787 People: 4 boo 920 1,720. Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,259 816, 1,935 2;551 In*don: Winter CFM: 260, SummerCFM:148 8,56e 6,102 2,447 61609 Ventilation: Winter CFM: O, Summer CFM: OT 0 0 0 0 Total Building Load Totals: 43,421 7,578 27,089 34,667 Total Building Supply CFM ' 1,232 (3.3 AC/hr) CFM`Per Square'ft:: 0.668 Square ft. of Room Area: 1;045 Square fL Per Ton: 639 Total 'Sensible Gain. ' "' 27,089 Stuh -78 -°'e`- Total Latent Gain: 7,578 Btuh 22 % Total Cooling Required_ With Outside AIr- 34,667 Btuh 2.89 Tons (Based On Sensible + Leterd J..lr. v.�,i-!4..:.i �,/1,�4.� .11 bbb on Oth edition1 All computed results are estimates as building use 1 weather Be sure 1 select a unit that meets both ^ 1 1 latent 1 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 08 absorbing, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color dmpes.wlth.loose weave -wlth25% coverage IA-hb-d: Glazing -Single pane, sliding glass door, heat- 144.8 4,692 0 4,688 4,688 absorbing, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage 11 D: Door -Solid Core 20 234 0 203 202 AA2 Vapor Shield: Well -Block, , R-41 reflective insulation and vapor barrier Stucco open core plus'interiorfinish 2432.4 14,669 0 8,464 8,464 188-19: Roof/Cei ing-underet8o or knee wall, Vented 1845 2,711 0 4,520 4,520 Atflc, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Ter and Gravel or Membrane, R-19 Insulation 22A pm: Floor -Slab dirgrede, No edge insulation, no 139 4,921 0 0 0 insulation belovrfloor, any; floor cover, passive, heavy dryor lightwet soil' 21313-19: Floor-Ovoropen crawl space or garage, Passive, 752 1,129 0 377 377 R-19 blanketinsulafion,errycover ��- Subtotalsfor structure¢ 31596 0 21,787 21,787 Pegpte: 4 800 920 1,729 Equipment 0 6 0 Llghting6 0 0 0 Dut•.tvvork: 3259 616 1,935 2,551 Infiltration; Winter CFM:260, Summer CFM:148' ON 6,102 2,447 8,609. Va lefd niuVinteroFM 0:SummerCFd,A:0 ._ 0 0 r-'0-0. System"I TorreyD2 LoadTotals, 43,421 7,578 27;089 34,667 N�MAPROfflaw SEE gaff -'WMffAM94= SuPPN'CFMt 1 232 (3:3 AC/hlj CFM PecSguare R: 0:668 Square ft, of Room Area; 1,845 Square ff Per Ton: 639 Toial1Heathg:RequirbduWilh,Outside,Alr. 43421,�Stuh=-= - 43421 MBH- -- Tot313enslble:Gain; - 27p089 Btuh 48 % Total Latent Gain: 7,678 Btuh 22 '% Total Cooling Required With Outside Air: 34,667 Bluh 2.89 Tons (Based On Sensible + Latent) All bomputed,resuft are.estimates as building use and weather mayvery. Be.sure,to select a unit that meets both sensible and laterrt loads. 12/23/2003 01:41 7722837229 NISAIR AIR CDNDITIDN PAGE 09 System 1, Zone 1 Summary Loads (Peak Method) 1A-hb-6: Gla2ing-Single pane, operable window, heat 100 3240 0 3 545 3,545 absorbing, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes With loose weave with 25% coverage 1A-htrd: Glazing -Single pane, sliding glass door, heat- 144.8 4,692 0 4,688 4,688 absorbing, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 250A coverage IID:•Door-Solid Core 1 20 234 0 203 203 AQWapor Shield: Wall -Block, , R-4.1 reflective insulation barrier and vapor Stucco open core plus interior finish 2432A 14,60 0 8,454 8,454 16B-19: Roof/Ceiling-Under aft or knee wall, Vented 1845 2,711 Attic; No Radiant Berner, Dark Asphalt Shingles or Metal, Tar Gravel Membrane, R-19 0 4,520 4,520 ,Dark and or insulation 22A pm; Floor--S►ab on grade, No edge insulation, no 139 4,921 ansulalfbn below floor, any floor cover, passive, heavy 0 0 0 dry orllght wet soil 20P-19: Floor -'Over open crawl space or garage, Passive, 762 1,129 R-19 blanketInstkIA nwany cover 0 377 377 Subtotals.ferstructure; 31,596 People: 4 Equipment: t;ightmg: 0 Ductwork: 3,269 Infiltration: VYnter CFM: 260 SummerCFM:148 Awe. 0 21,787 21,787 800 920 1,720 0' 0 0 0 a file 1,935 2,551 6,162 2,447 8;6D9, System 1, Zone 1 Load Totals: 43,421 7,578 27,089 34,887 Supply'CFMt 1,232 (33AC/hr) CFMPer. 'Square Square 11L of Room Area: 1,845 Square 1t Per Ton: fL: 0:868' " 639 N. -Tote Heating Regrriredt --43,421- Btuh 43.4 1 MBH "Totai Sensltite Garni" ' - 27089, ,Btnh . 781" TotafLaterwdul 7;578- etrlh 22-% Total'Cooling Required: 34,867 Btuh 2.89Tons (Based -- - --- - - On Sensible + Latent) 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 10 Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout.Duct Size: RunoutAir. Velocity: Design Loss: N -Door-11 D' 2.5 X 8 UP-Geu-16B-1913 X 5 lhflh;: /1fin, 3:9; Sum.: 22 Ductw6rlc: — Room Totals: - Mcnun I - 130 ft System Number. 1 5.0 R Zone Number. 1 65,0 sq.ft Supply Air: 22 CFM 8.0 1 Supply Air Charges: 2.5 AC/hr 520,0 cu_ft Required Vent: 0 CFM 1 Actual Winter Vent.: 0 CFM 22 CFM Percent of Supply.: 0 % 4 in. Actual Summer Vent: 0 CFM 253 Uffiin. Percent of'Supw- 0 % 0.100 fn.wgJ100 ft Actual Winter Infil.: 4 CFM 0.074 In.wgJ1 DO ft. Actual Summerinfil.: 2 CFM 20 0.390 11.7 234 10.1 0 65 0.049 1.5 96 2.5 0 5 1.180 35.4 _ 177 0:0 0 628 0 40, 3.175 127 MI)DO 91 0.081 61 .0.077 „y 22 816 113 '159 485 _ .. 6'`. i g ,� ',tE � ";�� ,� �. ,.. ' S � 1 .. 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 11 OW w Detailed Room Loads - Room 2 - Landl&m (Peak Method) Calculation Mode: Hlg. &c g- — Occurrences: 1 Room Length: 12.0 It System Number. 1 Room Width: 7.0 It. Zone Number. 1 Area: 84.0 sq.% Supply Air. 28 CFM Ceiling Heght: 20.0 tL Supply Air Changes: 0.9 AC/hr Volume: 1,680.0 cu.ft- Required Vent: 0 CFM Number of Regfstets: 1 Actual Winter Vent.: 0 CFM Runout Air. 26 OFM Percent of Supply.: 0 % RunoutDuctSize: 4 In. Actual Summer Vent.: 0 CFM Runoutigfr Velocigr: 301 fUmin. Percent of Supply: 0 % Design Loss: 0.100 in.wgJ100 ft. Actual Winterinfil.: 13 CFM Actual Loss: 0.104 In-w9j100 ft. Actual Summer Infil.: 8 CFM E -Walt AA2-Vapor Shield 7 X 20 140 0201 6;0 644 1 A r 0 203 UP-CeiV168-1912 X 7 84 0,049 1-5 123 2.6 0 206 Floor-22A-pm 7 ft..Per. _—.....� 7 1.180 35A 248 0.0 0 0__ Sub[ptals for Structure: 1,215 0 409' lift: Vlfia.:'13.6, Sum.: 7.7 140 3.179 445 0.907 320 12F Ductwork 0.081 135 0.077 28 41_ Room Totals: 1,795 348 577 I 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 12 MBME . ^` iM`RAD`tJ4tOn. R'ylYTµf.WTVP���}L( C �LO' $A ex'iewai �x n..Mwu .. R M✓i •.iWP Detailed.Room Loads -Room 3 - KWBrk (Peak Calculation Mode: ft. & clg. Occurrences: 1 Room Length: 20.0 ft System Number. 1 Room Width: 10.0 ft Zone Number. 1 Area: 200.0 sq.R Supply Air: 155 CFM Ceiling Height: 8.0 fL Supply Air Charges: 5.8 AC/hr Volume: 1,600.0 cu.ft. Required vent: 0 CFM Number of Registers: 2 Actual Winter Vent: 0 CFM Runout Air: 76 CFM percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocly: 570 fUmin. Percent of Supply: 0 % Design Loss: 0.100 in.wgJ100 ft. Actual WinterlrM.: 29 CFM Actual Loss: _ 0.267 InwgJ100 ft. Actual Summerinfil.: N'-Wall-AA2-Vapor Shield 10 X 0 W 60 0 1 6.0 362 2 8 0 157 E -Wall AA2-Vapor Shield 7 X 8 46 0.201 6.0 277 1.4 0 67 W -Wall-A82-Vapor'Shield 21 X 8 168 0.261 0.0 1,013 5.4 0 906 N-Gls-l''Xhb-oshgc0.52,100%S 20 1:080 32.4 648 32A 0 648 E-GIs1A-► b-o shgo-0S2 em 10, 1'i060 32A 324 62.9 6 629' UP+Cet1=16B-19r20 X 10 200 MOO 1.5 294 2.5 0 400 Floor 2?Lpm 38'ft:Pec 38 1.180 35.4 1,345 0.0 6 . 0 Subtotalsfor, Structure: 1 4,263 0 2,898 IOU.: Wfin.: 29.3, Sum.:16.7 304 3.174 965 0:908 am 276 Ductwork: 0;081 424 0,077 244 Room Totals: 5,SW -tell 3,418 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 13 Room Room Width: Area: Ceiling Height Volume: Number of Registers: Runout Air. Runout Duct Size: Runout Air"Velocity Design Loss: Actual'Loss: KUUM It - 24,0 ft 15.0 it. 360.0 sq.ft 21.0 it 7,560.0 cu.ft. 3 110 CFM 6 in. 561 It/min. 0.100 in.MJ100 ft 0.201 in.".1100 ft. S-Wail-AA2 Vapor Shield 13 X 21 209 0.201 S-Gls.1A-htrdshga0.62100%S 64 1,080 System Number. Zone Number. Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent: Percent of Supply.: Actual Summer Vent: Percent of Supply Actual Writer lnfil : Actual Summer Infil 6.0 32A UP-Ce-46B 19 24 X 15 360 0.049 1.6 529 Floor-22A-pni 37 ft_Per, 37 1.180 35.4 1 310 _- Subtotals for Structure: 8,212 lhfit: Win:: 74.8, Sum.:42.8 777 3.1-16 2,488 Ductwork 0.081 867 Room Totals: 11,647 1 1 331 CFM 2.6 AC/hr 0 CFM 0 CFM 0 % 0 CFM 0 % 75 CFM 43 CFM 1.8 0 374 32.4 0 2,072 2.6 0 882 0.0 - 0 __0 0 6,043 0,907 1,775 705 0.077 - 120 519 1,895 7,267 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 14 Room Width: 13.D It Zone Number: 1 Area: 182.0 NA. Supply Air. 1DO CPM Ceiling Height 9.4 It Supply Air Changes: 3.5 AC/hr Volume: 1,711.D cu.fL Required Vent.: 0 CFM Number of Registers: f Actual Winter Vent: 0 CFM Runout Air: 100 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent: 0 CFM Runout Air Velocity 511 ftJmin. Percent of Supply: 0 % Design Loss: 0.100 in wgJ100 fL Actual WinterInfil.: 23 CFM Actual Loss:- 0.167 in.w9./100 ft Actual Summer Infil.: 13 CFM 1 y P. ` MA M70 E-Wall-AA2-Vapor'Shield 13 X,9.4 122.2 0201� 6.0 737 0 N -WaIF AA2-Vapor Shield 12 X 9.4 92.8 0.201 6.0 560 2.6 0 242 N-GIs-1A-hb-o shgo-0.62100%S 20 1.080 32.4 648 32.4 0 84t3 UP-Ce11-1613-1914 X 13 182 0.049 1.5 268 2.5 0 446 Floor-20P-1913 X 14 _ 182 0.050 1:5 273 .0.6 0 of Subtotals forStrccture: y 2488 0 1;604 Infil.: Wn.:22.6, Sum.:12.9 235 3:174 746 0.908 537 213 Ductwofk: 0.081 262 0.077 61' 157 People: 200 Iat/per, 230 seNper. 1 200 230 Room Totals: 3,494 798 2,204 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 15 pA. PRA P L RW l Detailed Room Loads -Room 6 - Bdm► #2/6fh/HaN (Peak hlefhod) Calculation Mode: FIB. R clg. Occurrences: 1 Room Len©t}i: 21.0 R System Number 1 Room Vlfidth: 13,0 ft. Zone Number. 1 Area: 273.0 sq.fL Supply Air. 164 CFM Ceiling Height: 9A ft. Supply Air Changes: 3:8 AClhr Volume: 2,686.0 cu,ft. Required Vent: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM RunoutAlr: 82 CFM Percent of Supply.: 0 % RunoutDuct Slze: 5 in. ActualSummerVent: 0 CFM RunoutAlr Velooity: 000 Wmin. Percent of Supply: 0 % Design Loss: 0.100 in_wgJ100 ft. Actual Writer Ink: $2 CFM Actual Loss; 0296_ tn.wg.1100 ft. Actual Summerinfil.: 18 CFM _ N -Wall-AA2-Vepor Shield 14 X 9.4 111.6 0.201 6:0 673 2.6 0 292 N-GIs.1A-hb-o hgc-0.52100%S 20 1,080 32A 648 32.4 A 646 UP Cell-16B-19,21.X13 273, 0.049, 1.5 401 2.5 0 669 Floor-20M6.1 -X21 273 0.050 1_6 410 0:5 _. _ 0.137 Subtotals for Structure; 3322 ^- 0 2,.809 Ihfil.: Win.: 31.7, Sum.- 18.1 329 3.176 1,045 01909 752 299 Ductwork: 0431 355 0:077 91, 257 People: 20011at/�fer, 230 sen/per. 1 200 230 Room Totals: 4,722 1,043 3.596 12/23/2003 01:41 7722B37229 NISAIR AIR CONDITION PAGE 16 Area: 143.0 sq.fL Supply Air. 130 CFM Ceiling Height 9A ft. Supply .Air Changes: 5.8 AC/hr Volume: 1,344.0 cu_ft. Required Vent: 0 CFM Number of Registers: 1 Actual Winter Vent: 0 CFM Runout Air. 130 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent: 0 CFM Runout Air Volocity: 488 It/min. Percent of Supply: 0 % Design Doss. 0.100 In.wgJ100 ft. Actual -Winter 22 CFM Actual Loss: 0.12 in.wgJ1OD It Actual Summer Infil.: 12 OFM S -Wall-AA2-Vapor Shield 13 X 9.4 81 A 0.261 8.0 491 1.8 0 146 S-GIs•IA-hb-d shgc-0.52100%S 408 1.080 32A 1.322 32.4 0 1.320 UP-CMIA69V-1913 X 11 143 0:049 1:5 210 2.5 0 350 Floor-26PA"I X 13 143 0:050 1:5 216 0.6 0t 72 Subtotals for Structure: 2,862 0 2,445 Intl.; Win.: 21.7, Sum.:12.4 225 3.174 116 0:909 516 205 Ductwork:_ 0.081 290 0.077 48 204 Room Totes: T_ 3,868 . %3 2,854 e�f i r -il s•� 12/•23/2003 01:41 7722637229 NISAIR AIR CONDITION PAGE 17 7JLtv1NtlL^-j2 Room Length: 14.0 ft. System Number. 1 Room Width: 11.0 ft Zone Number. 1 Area: 154.0 sq.ft. Supply Air. 63 CFM Ceiling;Height: 9A tt Supply Air Changes: 2.6 AC/hr Volume: 1,448.0 cu.ft. Required Vent: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air. 63 CFM Percent of Supply.: 0 % RunoutbuctSize: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 461 ftJmin. Percent of Supply: 0 % Design, Loss: 0.100 ln.w9J100 fL Actual Winter lnfit.: 13 CFM Actual Loss: 0,176.in.wgJ100ft. Actual Summerlofil.: 7 CFM W-WAII-AA2 Vapor Shield 14 X 9A 131.6 0201 6.0 794 5A 0 709 UP-Cell-1 613-19 14 X 11 154 0.049 1.5 220 2.5 0 377 Floor 20P-1911 X 14 154 0.050 1.5 231 0.5 0 77 Subtotals for`Structure: 1,251 0 1,163 liffil Win.:12.7, Sum 72 13.2 3..176 418 01104 301 119 Ductwork:. 0.081 135 0:077 51 99 Room Totals: 1,804 352 1,381 u 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 18 Area: Ceiling Height Wfurne: Number of Registers: Runout Air. Runout Duct Size: Runout Alr Veloely: Desian Loss: S-WalkW-VaporShield 12.5 X 10 W Wall-AA2-Vapor Shield -7 X 10 S!.Gls-1A-hb-o shgc0i52 100%5 W;GIrOA-Wds6g" 5210M ,(2) LIP-cleII-18&19 32_XA2 Floor-22A-pm 521LaPer. Subtotals for Structure: MR.- Win-: 49.6, Sum:: 28:3 Ductwork: People: 200 la4per; 230 sen/per. Room Totals: 320 fL 12.0 IL 384.0 sq.fL 10.0 ft. - 3,840.0 cu.fL 3 81 CFM 5 in. 591 fUmin. 0.100 in.wailoofL Supply Air: Supply Air -Changes: Requiied'Vent: Actual Winter Vent: 95 0.201 8:0 573 1.8 ' 30 D.201 90, 181 5.4 3p 1.660 324" 872 32.4 .40 1.080 32:4,, 1;298 32A 384 0.049 1.5. 584 2.5 :52 1.180 35A 7357 1 CFM 1 OFM 1 1 CFM 1 1 CFM v ,ro 1 1 1 1 1 1 515. 3.177 1;63e 0:907 1,1.77. 01081730' M077 In 2 460 —__� 9,-- 1,705 . yj mg P5 t:Iz, RNAoall lt iw zz — Z Qj!I CI T; Yi tin. L6-JR m m oO�pp aOag� i i 3 o b i f0 O.N O Q1 A W N -s r r 1 AL � m co = I� IN AAWW NO OAN -cm -sty rn � ���..' N AV N<W71W d 0� GlYNN M(D AN V N-> A W Ol-�.CJ�p G1 W s Ilia -Pp 07 Ql 9(A W yN . T1,R8 =2 O+W :V 0+-+NW NV W pp 0 Go f0 O V p A V CD Of V 0 -Ul N' W W co Ul w W N•Wd0A o+flN. } �t`IJ�f. NA �JW�p WANNN fV Nw O�O+..vt,WN y,.r 1 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 2b FORM 60OA-2001 Project Name: THE TOWNHOME MOO.02 Address: Lot:, Sub.-, Plat City, State: PORT ST,_LUCIE, FL Owner KOLTER SIGNATURE HOMES, INC. Climate Zone: Central A Permit Number:_ Jurisdiction Number. 1. New constriction or exiarmg New _ 12. Cooling systems 2. Single family or mufti-fmily Moltm mify a. Cmtml Unit CHp: 36.o kHm/br 3. Number ofumtr, ifmulti-family 8 _ SEER: 12.00 _ d, Numtxr of aedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area Or) 1847W c. N/A 7, Glass am de type Singlepane DoubloPuno — — e. CIW slave, default U fWW 0.0 R° 0.0 ft . 13. Heating syxmms b. Defitohtiat 227.0 fl° 0.0 ip _ a. Electric Heat Pump Cap: 36.0 Wtuthr _ a Iabdod U or SKGC 0.01P 0.0 S.° HSPR 750 — 8, ploorww _ b- N/A a, ffla a-Gmdo Edge lasuladoa R-0.0, 165.0(1)) 8 ,^ bh NIA — a N/A _ a WA 9. Walltypes _ 14. Not rreter systems a. Concmlc6 lot Insul, Exterior R-4-1, 1480.o 1P — a. Elocpio Resistance Cap: 40.0 gallons _ b. Frame, Wnod, Adjacent R.-I lA 170.0 W F,F: 0.94 -- c. N/A — b. WA _ d. N/A _ — o. N/A o. Consarvadou credits _ 10, Ceilingtypes r (HRHeat recovery, solar a. Under Attic R=19.0,1093.0112 — DHP-Dedioeted brat pump) b. NIA — 15. HVACctudits. Pr, _ c. NIA (CF-CcUm fm W-Cross wrantinn, 11. Doers _ BF-Whoio bouse (an, a. Sup: Une. Rat Una AFL• Atdo Sup. R=6.0,150.0 ft _ Pr-pmgemmable ]hmmase 4 b. N/A WC-Muhimne cooling, bJ&H-Multlwpc heating) Glass/Floor Area: 0.12 Total as-bullt points: 25591 PASS Total base points: 25987 - I hereby certify that the plans and speotncaHans covered Review of the plgna and by this ealculat are 1 compliance with Florida specifications covered by this Energy Cod , calculation.lndioates compliance PREPARE - with the.Florida:rjergy-Code: Before`constr fr' is completed DATE: /2 _ _ 200 ill thisbuildtng Will;pelinspected-for compliancewithsSection 553.908 I hereby certify that this designed, is In Jbldes compliance with the Flo y e Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGaugelD (Version: F=SS d3.30) 12723/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 21 ENERGY PERFORM _ ,. iCE LEVEL (EPL) DISPLAY CARD = 83.6 KOLTER SIGNATURE HOMES, INC., Lot:, Sub:, Plat, PORT ST. LUCIE. FL, 1. New eona4uetion of esisdng New — 12. Cooling systuM 2- Single fimilly or multi -fames Multi-ihrady a Ccvbal Unit Cep; 36.0,k9tulbr , 3. Numbetofunits, ifmubi-Awilly a — S&SR:12.00 — 4. Number ofAadrooma 3 — b. N/A — 5. Is this a vorst case? V® .._ — 6. COrK%ofrcd fkor ores (fi°) 1847 Hs a N/A — 7. Glass area & type Singla Fans Dcublo Fare — a. pear -siugk Pere 0.0 fP 0.0 fl = 13. Heating systems b.Cleer- double pone 227.08' 0.0if amectricRest Pump C11Y.36.0k8whr — o; 71rNotber SnM - single pond 0.0 ffl 0.0 W — HSPF: 7.50 d.-rmVwher SHOC - double pane b. NIA — S. Flow rAm - — - — a.Slebon-Grade Edge lesuletiou R-0.0, 165.0(p)8 — e,N/A b. N/A .... — e. N/A 14. Hotwstersys[ams 9. WourRec _ a. L+leark Resistusuc Grp; 40.0.gaguns a Canaldc,-Int Insul, LVedor R 4.1,14W.0 iV _ E': 0.94 — b. Frame, Woad Adjacatt R=11.0,170.0 fF — b. N/A — a. N/A — d NIA — e. Conaerwdon croft — e. N/A (Hit Hint rwavx y, Solar 10. Caliogtypes _ D1H'-Uedludedbad pump) ... a UnderAttin R=19.0,1093.0 Ss — 15. HVAC credits PT, b. N/A — (CF-Wing fan, CV -Gross vathleliou, a. NIA " HF Whole house fan.. 11. Ducts PT -Programmable Thermostat, a. Sap: Uno. Ret Una. AM Atdo S,ap, R=6.0, 150.0 R — MZ C'Mudtizone cooling, b. WA M&H-Multimc heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final " on Otherwise, a new EPL Display Card will be completed based on installed Code co tunes. Builder Signature: k Date: po2T sT �1-ak4t,F Address of New Home: 6tk8-T R- PL- City/FL Zip: F L l �6 *NOTE: The home's estimated energy performance score is only available through the H-41RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a USEPAIDOE EnergySWTV designation), your home may qualify for energy efficiency mortgage (EW incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or seethe Energy Gauge web site at www fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffa M&ArSion: FLRCSB v3.30) 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 22 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot; , Sub:. Plat: , PORT ST. LUCIE, FL, PERMIT* I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC OrW Len Hot Area X SPM X SOF = P•olgts .18 IWO 26.78 RVDA Single, Tud W 20 7.0 $4.0 47.90 D29 2301A Single, TiiH S 13.0 7.0 36.0 38,84 ox 710.8'. Single, Tint E 5.0 4.0 9.0 53.27 0.47 227:3', shvie, rim E 2.0 510 24.0 5321 0.81 10302 Single, Tmt E 7.0 9.0 64.0 5327 0,00 202a.7: 'Sir(00, Tint E 7.0 6.0 40,0 5327 OA9 1039.1 As43uAt70td. MA 73406', WALL TYPES Area X WPM = Points Type ,. R-Value Area X SPM Points;; lMerA 170.0 z0.70 119.0 Conerc4e,�..Inl lnoul, FAhlar 4A "80.0 1'is 1746.'4 Eatew 1480.0 1.90 2312.0 Freme, Wood, Ad)MM 11.0 170.0 0.70 119,Q 1 sa T&al: 16600 .. 2931.0 As.9gOt3otat: 1860A_ _ .. _... _. 1805A DOPR TYPES Area X .BSPM Points , Type- Area X "SPM = Points Ad*W 20.0 1.6o MO Extum 169dated _ ` 2D.0 4.60 90;. Exdettor 20.0 4.80 90.0' Ad)wmtliwAted 20.0 1.60 320':. 1399@ t08a1: 40.6 128A AsAw Tutal: 46.0 129iU+ CEILING TYPES Area X. BSPM Points Type, _ . R-Value Area X SPM X SCM = Points Under Attic 10W'o 213 23n,1 UnderATp: - 19.0 10910 lkx1:00 308.22 -Base .ToW: 1003.0 2329.1 A9 3uilt Total: 1093A 3082A 'F1tl0}2 1 YPES Aiea X BSPM Points- , Type _ R-Value Area X SPM ' _= Poifig S6a6 185.0(p) -31.8 -5247.0 ' Slab -On -Grade Edge Ue+As m 0.0 165.0(p .31.90 -RW Raked 0.0 _ '_0.00 4M7.0 _As0101rofat: 105.0 -. _ ,-6263A. INFILTRATION Area X BSPM = Points Area X SPM = Points - 1847.0 14.31, 26430.E •' 1347.0 1431 26430.E EneigyCALW f DCA Fwn 6MA-2001 Er0(QYC F1aRE3'2001 FLRCSB:J3.30 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 23 FORM 600A 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot:, Sub:, Plat, PORT ST. LUCIE, FL, PERMIT#: I BASE AS -BUILT Summer Base Points: 36141.6 Summer As -Built Points: 33686.2 Total Summer X system = Cooling Total X Cap X DUCt- X System X Credit = Coaling Points Multiplier Points Component Ratio Multiplier Multiplier . Multiplier Points (DMxDSMxAH.1) 35141.5 0.42266 14991.4 33580.2 M 33586.2 LOW 1,00 (1 ASI x 1.150 X.1.10) 0:284 1.375 0.284 0.956 0.050 12467.4 ' 12467.4 EromgyCaugem DCA Fam SM 2001 EnwgV auga@/MRES200t FLRCSB v3.30 12/23/2003 01:41 7722637229 NISAIR AIR CONDITION PAGE 24 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:, Sub:. Plat: ,PORT ST. LUGIE FL, PERMIT BASE A$-SUIL.T GLASS TYPES X Conditioned X SWPM = Points Overhang .18 Floor Area Type/sc Omt Len Hgt Area X WPM X WOF = Po'I . is 1"7.0 BAB I&= Singie;T" W 20 7.OL 54A 13.80 1.02 70.2 Single', Tint. -S MO To 36.0 1o:0e.: 220 a.s.. p SkODi' Mnf E 5.0 4.0 9.0 13.04 121 141.4' sksle, Tint E 2.0 5.0 24.0 13,04 1.04 328.0 'single, Tmt E 7.0 9,0 64.0 13.04 112 9345.' single,Tint E 7.0 6.0 40.0 13.04 1,19 6=6 A94WMTotal: WALL TYPES An a X BWRM _Points ?yp® - R-VaWa Area X WPM Poldw, •. Adiscant. - '- 170.0 1.80 30" Corghie, k Imo, adarlor _ . _ 4.1 1466.E 3.31.` ; 48914 . En�rbr 14M.0 2.00 2950.0 FW61e, Wood, Ad. acerd 1;1.o 170.0 1.80 306.0 Base TaT81: 1660A. . • 3268.0 As-RIriR Totmi:, '?DOOR TYPES Area' X BWPM = Points Type ' _. Area X WPM Pogitsi Atlfecextt Mo 4.00 80.0 ExterlorinaUlaM 20.0' S,10! lo2.0:. 'ESdwW 20.0 5.10 102.0 Ad)amnd16su,MO. 20.0 4.00' 80.0""', ,Base Tolalp1s2A }.CEILING 1YPESAr>'A, X BWPM - Points Type R-Value Ar®a X WPM X WCM•'.- Pants', '-tlnderAt6c' lowo 0.64 Mo.5 OnCW AtWo .. .. 19.0, 1093.o 0.87X1.o0: '950.9I. I-.B,1ae Tdsl: 1083:0. _ ans As-Stfdt Total, .. ':1063A FLOOR TYPES- Area X BWPM poriifs Type a' R Value Area'X WPM"= Points" ...105.0(P_ 'slab : 165AIp) 4.9 313.6 Slab-00{7Ydde Edge IrmaL tlon 0.0 2.50• 412.5 Raised o.0 0.00 0.0 Bate 7otei: - 313:5 A&ftl t Tatal: _ - - _ 186A _ ._. 412.0 INFILTRATION Area X BWPM = Points Area X WPM = Points , 1847.0 .028 517.2 1 1647.o ' . -628 517.2 Erm9yGaugO DOA Forth GMA 2001 Ew9y(--eu9e&F12RES'2001 FUMSa Vd.30 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 25 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot: , Sub: , Plat: , PDRT`ST. LUCIE,'FL, PERMIT IP I BASE AS -BUILT - Winter Base Paints: 6265.1 Winter As -Built Points: 9869.9 Total 'Winter X System = Heating Total X Cap X bud X .System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x'AHu) 1.000 (1.07a x 1.16Dx 1.11) o.456 0.w 5942.6 5265.1 0.6274 33013 ]F�sseqqs 1.00 1.388 0.455 10.960 69246 EitbWG1090"- DCA Fam 6MA-2001 EmwGaugaVRaRFM1 FLRCSB Y3.30 14 e.4 12/23/2003 01:41 7722837229 NISAIR AIR C0N0ITION PAGE 26 FORM 600N 2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: Lot, Sub:, Plat;, PORT'ST. LUCIE, FL, PERMIT r. ,T WATER HEATING Numberof X Multiplier T Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2554.00 7622.0 40.0 0.94 3- 1.00 2400.34 1.00 7201.0 A 4kftTcWI: 7209A' PASS . ERefgy[IaW- DCA FOIM 6MA.2001-EnWVGQ1tgMNRE82D01 FI:RCSS v3.30 L P-� JL FL 41ti 12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 27 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS Lot, Sub-, Plat, PORT ST LUCII cn" r_nM131 rAIUM: CgMPONENTS -SECTION RR FOR BACH PRACTICE - - M®mnum 3 cfmisa.ft. window area S ciMsc.R. dw mea. -- .. • _ CHECK .. - EJ4erl0r wn*mq & Doors 606,1.ABC 1 1 Mdabr&'Ad*wt Walip W&J ABC.1.21 Caulk gasW. vm*wWp or aW between: whxloW rdOM & irameq-sunwnding well; fWwW16n & wall soe or olll plan; jelnla betwem wderbr wall Panels at eanem; uU11Y pCiMraUons; tiatween wail,penel6.&taplbdtom Pis; bdwe.6n wab 6nd.Raor.. EXCEPTION: Ftamewells!rollere 0 CorltUnrece InfAtretbn'.tiatha is itlatalled Ili mdw ds -fro- arid�ls.5eelafto�tlieloundadonlok�atoPolele.. -. ...— P.,e•I opardn9s R118 Wiled unlimhacMdbyMmterjam ... FWas �6.1ABG.1.2.2 .._ EXCEPTION:'Fiame.tlools wherea c *Lmm Infacettoh liar I9 hlataWdthe Isaaalt3d • tcdhe orlteeter- ertehationsand_seams.. .--.-_._... Celrarga BOG.I.ABC.1.2.3 .. - Between WA9o'&rrfIings; perietiffibnaaceuing plane of tap Poor; :aractA-arm118,Glum. wRRs, c111inn2 . CaNne15 bested to coMtnumm att boMr,.goo I W boad a taP PIft atlk awes. EXCEPTION:; Frame eelirgawhere a coi1p111ou91MUh¢if1p17m w is , ' Ir` Aed Lta:_Is semlEtl 0ttli9iGMimelcr. al eeoedslkris is W. Seawd 11 �� 1C tated"wM no pettehtit ana, a'eelad'roi'type IC aenulFlC takd irotalted rltslrle @' 'IYpe Reeesaed klgfdiftjl Fed�9i5 608.1 ABC 1,24 - ' .. - st'snled bmtwRh.112' dee�ahcE a411rom,iiis<Aadon, a TypwIC fated w@h'e 2.0 cfm;tl'alt M Nwses,,;,, w808.1ABC1.2.5 Alrbenle+onw Cfflgori�vaybeMeenRootn. dampers,corttDuahmSpacekl&7taepa^IPN"' NFPA, T _ AddMbtral•IrifjMatloiltells 8ofi.1,A8C13 .'E}gmuatfallsVentedkoaddoos GK42i0THHR=PRESCFUPTlVEMF�SURES must;be oTexce®ded; :a ,real ores _-:__. REQWREMENTB - ,. -, COMPONpNTS :,`.'..-:SFCTICN Water Heaters 612.1 C'ninply x18r eRlelency rnquhe_m,Ws m T�7k 6-12. �RNid1:9r Ckady�mMked ekeW1 Deided5dem9labuiRwnheat! ulted: Spas&heated pods musk tter6 tavets(elcCept soNtlteel4,m iNoitcOmf�MwcWl pools';- ;.`' SYMnttutg'('0e18&Spas' 612;1 musthensapumptlmerGasspa&pooltt smustheoeamtNmumthelmel `812.1 - -VYflterBaN,mu9tlrR'Meb1o0B0�*no naduds, lam, mea�adiegNpmem aro Wanum elambarc shau da meclunlmlry ar i7lahroquoo'syamns sto.7 w' atiaated.sealed iwu t! enpntsla0edjnaxor_ai=v tiktheaReiia:otSta t1e16. ... .. �R- - ur�ornfllaned skhPa mn:irrsulehaL ., '.MCSIn� `" -- Ittsulatlat-,., ,- 604.1,:6021 Pift W R•-1 g Comnon wells -Flame R-11 a CBs R:9 bofhsMes__ . .. Commwt Cdlhtg&lb-6riw14.' 1 E=MC8LVw DCA Fan 600A 2001 EmWGauge®/FIaRES'2Q01 FLRCSB V3.30 5\ a rt � rl Ko c.TE� EquuIIpment'So3edute .. ,G SEER �,z HWF %7 S I4ae:"NoxTo 3 ca1d.unitMod.#/- pB-• HederMod# �.ta g 4 senst�le cooing . z' O DOO Later�tceokx,� fo, 000 Totd Cool stirs pa3 Z D D 0 C3 Z D m m N a rt � rl Ko c.TE� EquuIIpment'So3edute .. ,G SEER �,z HWF %7 S I4ae:"NoxTo 3 ca1d.unitMod.#/- pB-• HederMod# �.ta g 4 senst�le cooing . z' O DOO Later�tceokx,� fo, 000 Totd Cool stirs pa3 Z D D 0 C3 Z D m m N 12/23/2003 03:09 7722837229 NISAIR AIR CONDITION PAGE 03 The Torrey Pines Mod, E HVAC Load Calculations for Koller Signature Homes, Inc, Mo Reserve Parr Trace Port St. Lucie, FI 34986 Prepared By, Jose Nisair Air Conditioning 1601 Decker Ave. - D404 Stuart, Ff. 34994 772-289-0904 Tuesday, December23, 2003 �i :k�'�:a i /.,'.r.-. ti . v;!'_ _: >rY� f _... � �s 12/23/2003- 03:09 772H35 NISAIR AIR CONDITION PAGE 04 winter, Summer. Total Cooling All corr Be sure Inc. Ave. - D404 27 Degrees 26 ft. 0.999 IeAojifactor. 1.000 di. Factor. 1.000 jAdI.,Fqclor 1,000 Adj, Factor. 1.000 Outdoor Outdoor Indoor Indoor Groins An Bulbulb Wet Bulb Rel.Hum Dry, bulb Dgerence 42 0 0 72 0 90 78 50 M 61 piply CM 1,327 (5 CFM Pa-r-Square ft' 0.81 m Area: 1,531 Squareit Per Ton: quilWith ,Outside Air. 38;580 IBtiih 3a.5so-mm 11n; 29j173 Btuh 84.% 5,424 Btuh 16 % quired With Outside Air: 34,697 Btuh 2.88 Tons (Based on Sensible Latent) . igg a MR" based On ft I I Iffoill ACCA Manual'J. Uft are estimates as building use and weather may vary. a unit that meet both sensibe and latent loads, I 12/23/2003" 03:09 7722837229 NISAIR AIR CONDITION PAGE 05 Yes 0.00300 0.1000 in:wgJ100 ft. 650 turnip 906 fUrnin 0 :in. Yes 0.01000 0:1000 inwgJ100 ft. 450 ftlmin 760 fUrnin 0 in. Infiltration: 0700 ACfhr OADO AUhr Volume of Conditioned Space: 2, 15109 Cu.ft. X 15109 Cu.fL 1 ,576 Cu.fthr 0 044 Cu ftlhr X 0.0167 X 00167 Tote) Building lnfiltrz0on: 176 CFM 101 CFM Totslidwiciling Ventilation: 0 CFM 0 CFM -system 1— Infiltration & Ventlation Sens-lble Gain MuMiplier: 16A9 = (1.10 X 0.999 X 15.00 Summer Temp. Difference) Infltraton & Ventilation Latent Gain Multiplier. 41.50 - (0.68 X0.999 XSI.09 Grains Difference) Infiltration & Ventilation Sensible Loss Multiprier: 32:97 = (1.10 X 0.999 X 30.00 Winter Temp. Difference) T2723/2003 03:09 7722837229 NISAIR AIR CONDITION PAGE 06 L2/2312003 '03:'09- 77228,37,229` NI5AIR AIR CONDITION PAGE 07 - waangsmgre,pane stpirrg glass door, heat= 104- 3,370 0 31-368 338a rbing„metal frarrie:withh•bFeak, ground reflectance 2, outdoor !need sorebn ish v11t ffi%-coverage, dark drapas wloose weave with'25% coverage it-Sarrd Cone 37.6 440 0 308 308 Or Shield: Wall -Block, , R-f;1 • retlec ive insulation vapor barrier or finish 1303 7858: , 0' 2 2,333 ' WalWrame R-I l insulation In 2 x'4 stud cavity, 227.4 682 0 ,3113 30 30 ' lard insulation, brick ,fin'ish, wood studs toof/Ceiling-Under attic or knee wall, Vented 1531 2,251, 0 3,376 3,376 No Radiant Barrfer Dark A"ephatt Shingles or Metal, Tar and iGtivel or Membrane, R49 Ilion Floor -Slab on grade;'No edge insulation, no 188 8;655 0 0 0_ itfoa below floor, ariyfloor cov¢r,;passive, Heavy ir�htwet sal' — _ , s for structure: 26 322 0 21,860 21',"Q 3 600 690 1,220 fit0 0 ,0' 0 0 0 C 6,427 644 4,862 6,566 v' Winter CFM: 176i SummerCFM:101 5,811 4,180 1,661 5,841 ,n: Winte� r_�SummerCFM- O _ 0 0 0 0 Iding'Load Totals; 38;560 5,424 29,173 34;597 ngSupplgCFM_:' 1,327 (5:3AC/ttr) CFM:RerSquareft: 0,867 f Room Area: 1,531 Square$ per Ton: 531 rrg Required Wdtm qutside Air, W., 38,560 Btuh 38.560 MBMiWe Gain: 29,173 f3luh tiA %tGain: 5,424 Btuh 1Bng Required Wifh Outside Air: 34,597 Stub 2;t76 Tons (Based On Sensible +Latent) Calculations are based on`Bth edttion of ACCA Manual J. All computed results are estimates as building use and weather may vary Be sure to select a unitthst meets both sensible and latent loads. a 12/23%2003 03i09 7722837229 NISAIR AIR CONDITION PAGE 08. 1A hbd Glanng Singh pane, sliding glass door, heat: 104 3,370 0 3,368 3,368 absoib ng, mete! frame with break, ground reflectance 0;32, outdoorinaectsoreen with.50% coverage, dark color draprss with loose weave with 25% coverage 11 D ,Door�Solld Core 27.6 440 0 308 308 AA2-Vapor Shield: Walt -Block, , R4.1 reflective insulation ',andmopor,barrier StUooii.:_ - oPanF4re- plusnder(arfinrrh 1303 7,858 0 2,333 2,333 121MbW. Wall Frame, R-11:in-sulation in 2 x4 stud cavity, 227-4 662 0 30 30 no,board insulation, brick•finilah, woad skids 16B=I9: Roof/Ceiling-Underattic or knee wall Vented 1531 2,251 0 3,376 3,378 Atd6, WkedlentBdift, Dark AsphaltShinigles:or :Dark Metal, Ter and Gravel or Membrane, R-18' insulation 22A pm:'Floor.Sl.ftvh grade, No edge insulator, no, 188 6,665 0 0 0 insulation betow:fioor;arty floor cover, passive, heavy dry:onCgtMwetsoit Subtofals.forstucture:T` 26,322 0 21,W0 21,960 Peoglg 3 600 690 1,290 Equipment 0 0 0 1 �9MIn9 0 0 0 Ductwork 6,427 6" 4,862 5,506 Infitirafion: Winter_CFM:11% Summer CFM:101 5,811 4,180 1,661 5.841 Ve000 Winter CFM: 0, Summer CFMs.O 0 0 0 0 Systenr,l T6rtey Pines Mod. E Load Totals: 38,SW 5,424. 29,173 34,697 Supoy CFM 1,327 (5.30 CFt+A Per Square fC 0.867 Square ft. of Room Area: 11531 Square & PerTon: 531 TIsm otal lleatirtg Required Outside AIr: 38560 Btuh 38:56 MBH 1 otal Sarlslble Gain: 29;173 -Bteh 84 "rG TpCal Laterrt Gain: 5,424 Btuh 16 % ?otal Cooling Required Vtfith Outside Air. 34,597 Bdrh 2.68 Tons (Basted On Sensible+ Later GaloulatioM are based on edlticdofACCA ManualJl All sornputed rasub are estimates as building use and weather may vary, Be sure to seleot a unit that meets both sensible and latent loads. 12/23/2003 03509 7722837229 NISAIR AIR CONDITION PAGE 09, hb di Glaxingsingle pane; sliding glass door, heat= - 104 3,370 0 3,368 3,368 absorbing, motal•fraine with break, grbund reflectance = 0:32, outdoor insect screen with 50% coverage, dark colordrapes, th-looseweavewith25%coverage t boor-8011d Core 37,.8 440 0 308 308 Oor Shield Wilt BIOC , ,'R-4.1 reflective insulation and vapor barrier xo moore plus irrtenor finish I 1294bw Mll.•Fraine, R 11-insulation in 2x4 1303 7,858 0 2,333 2,333 stud cavity, no.'board Insulation brick finish, wood studs WA 662 0 30 80 16Bd 9: Root/Ce1Gng Grader attic or knee Wall, Vented 1531 2,251 0 3,376 3,376 Attic, No Radiant gamer; Dark Asphalt Shingles or Dark Meial, Tar:and Gravel orMembrane, R-19 insulation 22A,pm. Floor -Slab on grade, No edge insulation; no 188 6,665 0 0 0 ins6l06an belotiv%&o any;floorcover, passive; heavy dry, or _ Subtotals%rstruch re; Peoples 20,322 0- 21 900 21",960 Equipment: 3 600 690 q;2gp tang` 0 0 0 0 0 0 Ductwork: Infiltration.111finter CFM_ 176, sumrner CFM:101 6,427 5811 644 4,180 4,882 1,661 %508 5;841 System 1, Zone 1, Load Totals; 38;580 5,424 29,173 34;597 SuPPITGFIN. "' S- „ _ ,327 - S13ACRr 0 Square ft. of Room Area ' CFMPe.r Square'ft: - 0:867 1,531 Square ft Per Tan: 531 I owl,meahng Required: 3&S60 Utuh, Tots[ Sensible Gain: . 38 560- MBW MMUMME_ Emma _ 29,173 Btuh Total LatenttGein: SA24 9tuh 34 % 16 % Taial.Coohng Required; 34,597 Bluh 2.88 Tors (Based On Sensible+ I,at®nq ricscouUmmlopbt o select a unit that meets both sensible and latent loads. 12/23/20 1 03 03:09 . 7tbW229- Ni§4iR'AIR CONDITION: PAGE lO �lwm: 19.0 & ftlth: 14.0 ft He-ght M.0 sq.fL 9.0 fL --2,394.0-cu.11- r of Registers: 3 134 CFM Duct Si*: In, Air velo*: 17 500 ftimin. Law: 0.100 in.wgjlooft JD : ,, - . 0-130 In.wgjl 00 fL r- -VVall-AA.-d-Vapot Shield 16 Xg S - shf6w,2 X 9 92 0.201 6.0 566 0.4 18 81 0201 0.097 6.0 2.9 109 o.a E!caIs-l'Xh'b;q6hb6*:52-2%S Oht"M 2%8 (2) 26 1.080 32.4 .642 0.0 UP Cep= 9 19 X 14 26 266 1.080 0.049 §2.4 1.5 842 112.8 Floor421Aprjj44,&p 44 1.1M, 3SA 1 ,566 391 22 0.0 Subtotals far cblfL.l 1 InfiL-Win.: 38.2, Sum.: -.8 395 3-177 51456 1,268 0.909 Ductwo*. !Ole ble: �.' 2A!Vper .23Qsenlper I 0.200 1,343 0.200 Room Totals: 6,057 401 CFM 10A AC/hr 0 CFM 0 CFM 0, o CFM 0 % 38 bW 22 CFM� 0 41 0 14 0 4 ol 2;9,33' O2, 932 0 587 0: -'0 0 G-767 1,266 8,816 0 I2M/2003, 03:89 7722837229 NIAIR AIR CONDITION PAGE 11 R R I p S, p Detailed Room Loads ROom` Ali 2 -Din Rm/Kit'(Peath k IVIe_ Colcu Roomlaho (Mode: Length: tg. & cig- Occurrences: 1 Room.Widlh: 25.0 ft. System Number 1 Area: 17.0 ft Zone Number: 1 Ceiling Height 4 11.00 ft. Supplyr, .Ai 161 CFM Volume 4;875 01.cu:ft: Supply Air Changes: Required Vent.: -2-1 AC/hr Number of Registers; Runout Air, 2 Actual Winter Vent: 0 CFM CFM Rurib4l)uctSite: 80 CFM Percent•ofSuppy.: p RunoutAirVelocityr S in, 690 Urnin, Actual Summer Vent.: Percerrtof9applY; 0 CFM Can' - AGual,l oss: 0106 in:wgJ100 ft. Actual Winter lnfil.: 0 40. % CFM .- - _ ... 0.287 in-wgJ100 it Acual Summet Infil,: 23 CFM s N Walt=Ag2 Vapor Shield 25'X 11 240 02 01 6: 1 447 b S Wall AA2 V r Shield 13 X 11 143 0.207 6A 882 1 388 N GI1'A hb o shgo 0,52100465 15 1.080 32:4 486 0:8 0 712 N -GIs 1A-hb o shgc 0,52100o6S 20 1-08q 32:4 648 32=4 0 486 UP Cei1-16B 19 25 X 17 425 0.049 15 625 32,4 22 0 848 Floor; m 38 ft.Per- 38 1.180 35.4 1,345 0.0 0 0 937 SUMotalsfor Sbuctura: 0 0 Wlri.: 40,3, Sum:_ 23,0 Duc Ciuctwork. 418 5R13 3-177 1 V8 0.907 p 965 256 379 Room Totals: 0200 1,348 11200 161 590 8,089 1,116 3,635 a 12/2372003, 03:097722937229 NISAIR AIR CONDITION PAGE 12 mft$Q1' 20;0 it - System Number. ' 1 18.0 f Zone Number. 1 Height 360A s .ft Supply Air. 489 CFM - 3240.0 cu,ft SuppiyArChaoges: ROulred Vent: 9,1- -AGlhr of.Regi ers: Air. 3 Actual Winter Vent: 0 0 CFM CFM Duct Size: 163 CFM Percartt of Supply.: 0 % Air Velocity: 8 in. Actual.SummerVent: 0 CFM =O 467 ftJmin, 0.100 in:vw9./1 GO ft, Percent of Supply ActualrWinter lkil.: 0 39 % tnM9J100 iL.- Actual -Summer Infil;: 22 CFM CFM 12 V8'por Shield 21 X AA2 Vapor Shield IS 9 135' 172 0201' 6:0 814' 1:6` 0 217 W2 Vepor`Shield 6 X 9 14 02p1 0.201 6.0 738 6.0 84 4A 0.8 6 535 11� 3 X 8 4hb-o W66 0;52100%8 24 30 0.390 11.7 281 82 0 0 11 197 1.080 32.4 972 &4 0 972 A-hb-0shgc-052'3%$(2) k-hb;lst4gc-0.62100%S 40 1.080 32A 1,296 114A 0 4,574 40 1.080 32:4 1,298 324 0 1296 6�1920 X 78 � 360 0.00 1.6 .529 22 0 794 m 451t:Per. 95 1.180 35A 1,563 0.0 0 0 for structure: : 39.0, Sum.:22.3 7,607 0 8,596 405 3.178 1,287 0.909 926 368 ' 0200 1,778 0200 161 1.793 �� 70,666 _ 1,087 10,757 :-12/23/2003- 03:09 7122837229 NISAIR AIR CONDITION PAGE 13 U R y M A M I .11. WIN E�M ® - 17MMOMM wronn, M.-M,71f, MIT-M I on e: Occurrenceec 4 Room Lang6- 320 it. Sydern'Number I Roorn Wift: is.o fL Z66o Number I Area: 480,0 sqk supli.�.­Ajr: 278 CFM -Ceiling Height 10.0 fL SypolyAh�phanges: 3A ACffir Volume. 4,800.0 cu.fL Requirvid'Ve4: 6 0M - Number t�Reglders; 3 ACW61L*rder Vent: 0 CFM Runout Aic, M 'dFM ; I 0a.rcek ;supply-: - 0 u-nout Duct Size' in. Actual:SummerVeW 0 RunoutMy0ibcitf. 465 fUmin. Percentof-Supply: 0 9� DesIgn Lom- 0-100 in.WgJl 00 fL Actual,Wnter Infil.. '69 CFM AclualUm 01.1.41 Jn.WgJl00,fL. 'AcWa_USu'mm6r fnffl.- N4 Si N2 MaR 1A , g V, 351wfit-vaoratoewl-V x io MR, 296 0.201 ��V�Wwpaa GX 1 j544 0.8 ag R, '0 201 W -Wall-AA24spor Shield 13 X 10 130 0-261 GA 784 4.4 0: vo E 145.4 0.0,97 21 42e 0.2 0 20 E-Door-llDiX6.6 13,6 0.390 11.7 159 82 0 ill S -GIs-lA-hlY-d'M9c-0.52 1000/.S 64 1;080 3Z4 2,074 32.4 2.072 UPICell-16B-1032XIS 480 0.049 1-5 708 22 0 1,058 Ffoor-22A.pM 61A.Per. 1.180 35A 2159 0.0 R. Subtotaisfbtftu re: 7,652 0 —0 4,1ii lnfil,: S&B.Stimi: Z3.6 610 3177 1 A38 0.908 1,394 554 Ducwvurla 0200 1,958 0.200 101 1;010 People-, 200 r, 2M seniper 2 400 460 Room ToWls- - 11,748 I'm 8,062 TU Phis VP OTC"; ' 12/23/2003 03:09 FORM 60OA-2001 7722837229 NISAIR AIR CONDITION PAGE 15 Florida: bepartment of; Community Affairs Residential ,' , ele Building PerPormanee Method A Project Name: THE TORREY PINES -MOD E Builder Address: Permitting Office: City, State: FORT ST. LUCIE, FL Pennit:Number. Owner. KOLTER SIGNATURE HOME$, INC. Jurisdiction Number. Climate Zone: Cemral 1. New comhmdfoo or oxisdag New _ 12. Cooling sym ma 2. Singla family or multi-iBmily Mnlei-pmoity _ a Central Unit 3. Number of unit& ifmuld•funily g 4, Number ofBedrooma _ 3 _ b. N/A 5. is thin a waist carol yCH 6, Conditioned 0cor area (Aa) 1530 fir a. N/A 7. dlsu4° a= k type Sin810 pane Double Pane _ R. CIM glass, default U-factor 0.0 at 010 fl° _ 13. Ileating ay frtp b. Default tint 209.5 8' 0.0 9' _ a. Electric heat Pump c. l.abelod U or SHGC 0.0 a- 0.0 fF - 8. Floor typaa b. NIA a. Slab-0a-omde Edge Insulafion R=0.0, 195.0(p) 8 _ b. WA _ c. N/A o. NIA 9. Wall typos 14. Hcr water systems n. Concrete, Int foul, E tetior R=4.1, 1481.0 IL' a Eleotrio Rndatanm b. F tunc, Wood, Adjaomt _ R=11.0, 270.0 a' a NIA _ b. N/A d. NIA c. NIA o. Conservation ccedhA la. Coiling type., _ (HR-Rent ramary, So1nr a Under Attic R=19.0, 1530.0 R' _ DRP-Dedicated heat pump) b. NIA _ 15. HVAC crcdity o. NIA (CF-Ceiting fan, CV-cmns vcutilation. 11. Ducts ... HF-Wholchousofnn, s. Sup: Une. Rep Con. AH: Inferior Sup. R=6.0, 125.0 ft _ rT-PfoVAcc=ble Thermcxvmt b. N/A M7-6Mubizonc cooling, W,H-Muldzone heating) Glass/Floor Area: 0.14 I hereby certify by this calculat, Energy Code DATE: / I hereby certify that this compliance with the Flo OWNERIAGENT: _ DATE: Total as -built points: 21852 Total base paints: 23465 plans and specifications Covered y compliance with 09 Florida as designed, is In PASS Review of the plorw and specifications covered by this calculation.indioates compliance with the. Florida':Lrlergy Code: Before constructlonis completed .this building will;beiinspected-for compliance.wRh;iSedion 553,908 Florida Stetulesr BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FI_RCSB v3.30) Cap: 36.0 kBtu/bf SEER: 12.00 Cap: 36.0 kUtu/hr _ HSPF: 7.50 Cap:40.0 gallon, _ EF; 0.94 12/23/2003 03:09 7722837229 NISAIR AIR CONDITION PASE 16 ENERGY PE ORI ANCE LEVEL (EPI.) '` ' DISPLAY CARD KOLTE R SIGNATURE HOMES, INC.,, PORT ST. LUCIE, FL, 1. New ooustrudien or endsting New 12. Clearing systems 2. single finally or multi-tam0y Muld-ounzy — s. Central Unit Cap: 36.0 kBWAr 3. Number of units,ifmld&hmib' 8 _ 4. Number of Bedrooms 3 b. N/A SEER:12.00 _ S. is Shia a Worst cam? yes ` - 6. Coixlifioned}lwr area 1530111 a. N/A 7' Gloss orea'& tve ShWe Pom Double Pane — a. Clear -single pane — 0.0112 0.0 W _ 13. Heating syetcros b. Char double pave 209.5 fP 0.0 W — a. Electric Heat Pump Cap: 36.0 kB%Ibr o. Tint/otherSHGC-single pane 0,01p 0.0 Am _ HSPF:7.30 d. TinVother SHGC-double pane b. NIA _ s. Ftaor typo U. Slob-0e-Grade Edge Insulation R-0.0,195,0(p)11 a. N/A b. NIA — — a. N/A 14. Hotwuteraystrnte — 9. wall types _ s. Electric Rcsistnncc 40.0 lone a. Couorele, W maul, Exterior R-4.1, 1481.0 fN F: R — F094 b. Prams, w cod, Ac(laant R=11.0, 270.0 fl° b. N/A ..— o. NIA — d.N/A a Caoscrvation credits e. NIA (HR-Heat recovery, Solur — 10. Cet7iag types — Di1P-Dediented heat pump) a. Undcr Atdc R 19m0, 1530.0 W 15. UVAC credits b. N/A _� (CFCaling Aft, CV-Craaa.vcntilation, _ — a. N/A HF-wholo house fan, . 11, Ducts _ PT-Pcogrve+mable Tbeanoram, a Sup: Una. Ret Con. AM btteuor sup. R-6.0,125.0 it --. Wer Multixoue cooling, b. WA MZH-Multiana bcatiitp) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final PIP 'on. Otherwise, a new EPL Display Card will be completed based on installed Code co tires. Builder Signature: Date: l — 14 —o`{ 811G— 812C. NorZT 5;-1 11eu@ Address of New Home: NC>LA S-Tl a 'PL- City/FL Zip: FL _>1 S� *NOTE: The home's estimated energy performance score is only available through the FLA/AE'S computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a USEPAIDOE EnergyStelP designation), your home may qualify for energy efficiency mortgage (EF.M incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or seethe Energy Gauge web site at www.fsec. uc . du for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffa gQgY4!xsion: FLRCSB v3.30) 12/23/2003 03:09 7722837229 NISAIR AIR CONDITION PAGE 17 FORM SMA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:, PORT ST. LUCIE, FL, PERMIT#: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points OverhaM FloorArea Type= Omt Leh Hgt Am X SPM X SOP = Points .19 1630.0 2L75 7089.8 Single, Tirt w 1.0 10.0 27.0 47.00 0.99 1288.4 single, Tilt w 1.0 10.0 45.0 47.91) 099 2143E single, Tit W 1.0 7.5 25.0 47.90 0.99 1161.8 Slime; Tim N 1;0 9.6 225 2F4* on .. 546v Single, Tit N 1.0 3A 6.0 24.40 0.90 1325 Single, lint S 10.0 6.0 20.0 39,84 0.51 404.4 Single, Tint a 8.0 9.0 64.0 39.04 0.50 1481.9 As TOW: 209.6 7177.8 WALL, TYPES Area X i3SPM = Points Type R-Value Area X SPM = Points Adjacent 270.0 0.70 189.0 Cmwmte; IntLnsd, E olm 4.1 1481.0 1AS 1747.6 .Exterior 1481.0 1,60 2813.9 Frame, Wood, Ad)a" 11.0 270.0 0,70 189.0: Same Total: 1761A 301149 " AsMullt Total: 1761.0 183818: DOOR TYPES Area X SSPM = Points Type Area X SPM = Points' Ad)acent 0.0 0.00 0.0 'EdUWWood 17.0 7.20 1224 Extetlm 17.0 4.80 81.6 - AwTown 17.0 81.6 As-SuatTotal: 174 1224 _ CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = r Points UnftAtBc 1S30.0 213 3258.9 Urber AOia 19.0 1530.0 282X1.00 4314.E Base.totol: 163a.0 3261t9 AsAW Total: 1630.0 4314.E FLOOR TYPES Alva X BSPM = Points Type R-Value Area X SPM = Points .Slab 19S.0(p) 31.8 -62G1.0 Slab -On -Glade Edge Insulation 0.0 195.0(p 3190 _6= 5 FUSS 0.0 0.00 0.0 Sale Tatdl; �8201.0 As. WRTatel: 195.0 -M.6 INFILTRATION Area X BSPM = points Area X SPM = Points 1530.0 1421 21894.3 1 1630.0 14.31 21894.3 EnmgyOaigeo DCA Fom1600A,2W1 EnQMyGal0eVFIaRES'2001 FLRCS8 J3.30 '12/23/2003 03:09 7722837229 NISAIR AIR CONDITION PAGE 18 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:, PORT ST. LUCIE, Fo_, PERMIT M I SASE - As-BuiLT Summer'Base Points: 29116.6 - Summer As -Built Points: 29226 1; Total Summer X System = Cooling Total _ X Cap X 'Duct X System X Credit = Cooling Points Multiplier Points Componept Ratio Multiplier Multiplier Multiplier Points (DM x 05M x AHU) 29136 5 0:4266' ` " _ 12429 6 ' 292201 " 2922&T 1,000 "1:Q0 (1-.07a x 1.150 x 0,90) 0.264 1.117 0:284 1.000 1 000 9274.5 9274131 EMINGeuge- DCA Forth 600A-200r Enelgy0e4;eW1aRE$2001 FLRCSS v3.30 (+ '•Y. I �� i I v t.. r t ,fit t+ R� 4 A,Aq�I� {{♦•ti _ � � -12/23/2003 03:09 7722837229 NISAIR AIR CONDITION PAGE 19 % M '. GNY1# .M Detailed Room Loads - Room q-1Vlstr QdrmBtii/C acind Peak MethoRE ...:...:_._J`1 Calculation Mode: �. $ clg: Oocurrenoes: 1 Room Length: 32.0 fF. System Number: 1 Room Width: 15.0 ft. Zone NuR,ber'. 1 Areal 480:0 sq.ft Supply Air: 27e CFM Gelling Height 10,0 ft Supply 7lir Changes; 3.4 AC/hr Volume: 4,800:0 cu.ft Required Vent.: 0 CFM Number of Registers: 3 ACtua1 WihterVent : 0 CFM Runuut'Air. 92 CFM Percentlof Supply.: 0 % RuriqutDuctsize: 6 in: Actual Summer Vent: 0 CFM Ruhout Air Velocity. 468ftlmin: Percent of:supply: 0 % t)esb Loss: 0.100 irt.w9J100 ft. Actual Winter lr>f0:: 59 CFM AcfuaMoss; 0.141 In:wgJ100'ft. Actual Summerinfil.: 34 CFM SPhield 32 X 10 2 0.2()1 6.0' 1;544 201 W Wa8>AA2 Va�r Stxe d 13 X 10 130 0 0201 :0 784 4,M1 0 576 E-WaIP-12B-0bw 16 X 10 146,4 _ 0.097 2.9 428 0.2 0 26 E-DoorAID..2X6.8 13.,e 0:390 11.7 159 8.2 0 111 S 43I3+7 4-hb-d Bhgc-0.52100%S .m 84 1.080 32.4 2i074 32A 0 2,072 UP-Cell-160-19 32 X 15 480 0.049 1.5 706 2.2 0 1,058 Floor 22A pm 61 •ft.:Per. _ - . 61 1.180 - 35A 2,169 0.0 0 0 - Subtbtals for Structure: 7,852 0 .,. 4,036 Infll : Win :58.8, Sum.: 33.6 SIC 3.177 1,938 01908 1,394 554 Ductwork; 0200 1,968 0200 161 1,010 People: 200,latrper, 230 sen/Per: 2 400 460' Room Totals: T 11,748 _ 1,955 6,062 1V23/2003 •03:•09 7722837229 NISAIR AIR CONDITION PAGE 20 FORM $OOA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - D'etails I' ADDRESS: , PORT ST. LUCIE, FL, PERMIT #: I BASE - AS=BUILT GLASS TYPES A X Conii'dioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point ' .10 7650:0 829 1e13.6 Single, lint �W 1.0 10.0 27.0 13s0 1.00 372.2 ' '3ingte, jw W 1.0 10.0 45.0 13,00 1.00 GMA ffible;•TIM 1.0 7.5 25.0 13:S0 1.00 344.9 • .Single, TkR _W N1.095 22.5- 1538.• 100: 345.8; 'Single; Tw N 1,0 3.0 6.0. 15.3a too 91.9' iSliig}e;:7tlt - a 10.0 6.0 20.0 10:89 Z17 472.0i •' S140, Tint S 8.0 9.0 84.010.88 1.75 12170 WHTotal:_ 209-9 .. ,..,. 3464:9; tNALI TYPES ' Area X BWPM = Points Type R-Value _- . Area X WPM = _ Points AtlJedek 270.0 1.80. 4680 C - alceM,lin lOaW;.EateFlvr 4.1 1481:0 3:31 4894:7 6derior, 1401.0 2.00 2DW-0 Frame;lrypop;Ad*enl MO 270.0. 1.80 486.0: base Talal:, _ 1761A', 31f60 'A`g4k tTuW: 1781.0 6390:7 pOOR=TYPES Area X BWPM a Points, Type Area X WPM = Points AdJaeent- 0.0 0.00 0.0 Esteriar Wwd 17.0 7.60 129,2 E*tor 17.0 5.10 85.7 �. ' L Base,�T,otal: _ ., _. 1iA . 88.7 , <As:BOIk Total:. 17A 1293 CEILING TYPESAIea X BWPM = Points Type R-Value Area X WPM X WCM = Points UhdetAltic 1530.0 0.64 9792 UnderAt6e 1910 153Qo 0.87x1.00 1331.1 Base Total: 15".0 978.2 As4ugt ToW: 1630.0 1a31.1 FLOOR TYPES . _ Area X BWPM = Points Type R-Value Area X WPM = points Slab 195.4) -1.9 •3705 ':Stab-Dn-GGrade Edge lMftlon 0.0 195.0(p 2.50 487.5 Raked 0.0 0.00 0.0 Base T0141.1 -M.6 As euOt Tolal: 196.0 487.E INFILTRATION Area X BWPM Points Area X WPM _ Points 1530.0 A28 -028.4 1530A -0.28 •428A En%9YGwVe6 OCA Form 600A-=1 EnetgyG8u9e01P13RES'2001 FLRCSBY3.30 12/23/2003 03:09 7722937229 NISAIR AIR CONDITION PAGE 21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, P.ORT'ST. LUCIE, FIB PERMIT #: AS -BUILT Winter Base Points: _. 5328.5:. W rterAs=Built PoiirytS: 10365.0' Total Winter X System Heating Total X Cap X Duct X System X Credit = Heating Points Multipiier points Component Ratio Multiplier Multiplier Multiplier Points' (DM x CSM x AHU) 8 '. ' 0 6274` 3343:3 ,10385,0.. A0388.0 100� 11-6 (1.08e x_7.78Qx0.92).-0,96E, 1.740 0.455 1.000 1.600 �Is376;01 1"5328 5376A Cnw9YCALV9 DCA Form B00A.2001 EMPGRUIr- FISRESIX01 FLRCSB V3,30 12/23/2003 03:09 1722837229. NISAIR AIR CONDITION PAGE 22 PORM`600A-2001 WATER HEATING -& CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details , PORT ST. LUCIE, FL, 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 3.. 2564.00 7692.6 _. 40.0 0.94 3 1.00 2400.34 1.00 . 7201.0 '. • - .: 'LAs eullt-Tetai: 7201-0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hut Water — Total Roints Points Points _ Points Cooling + Heating, + Hot Water = Total Points Points Points Points - 1.2430 3343 7692 23466 9275 5376 7201 21652 PASS EnewGauge- DCA Form 600A.2001 ErmTYCgMjeVF1aRES=01 FLRCSS V3.30 I 12/23/2003, 03[ 09. FORM 600A-46 1 7722837229 NISAIR AIR CONDITION PAGE 23 r Code. Compliance Checklist Residential Whole Building Perforrriance Method 'A - Details EOerMGQUP- DCA Fntm 600A'2001 &M9YG3U9@W10RES2001 FLRCSB V3.30