Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUBMITED DOCUMENTS
:J PROPOSED LOTS 133, 134, 135, 136, 137 AND 138 G�RNoUS'ri@ �' ` PROPOSED PLAT OF POD 20C AT THE RESERVE, P.U.D. II - CASTLE PINES DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 27, 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 NORTH 06044'40" WEST ALONG THE EAST LINE OF SAID TRACT 1, A DISTANCE OF 119.59 FEET; THENCE NORTH 83015'20" EAST, DEPARTING SAID EAST LINE, A DISTANCE OF 430.11 FEET TO THE POINT OF BEGINNING; THENCE NORTH 42016'22" WEST, A DISTANCE OF 168.00 FEET; THENCE NORTH 47043'38" EAST; A DISTANCE OF 66.93 FEET; THENCE SOUTH 42°16'22" EAST, A DISTANCE OF 168.00 FEET; THENCE SOUTH 47043'38" WEST, A DISTANCE OF 66'93. FEET TO THE POINT OF BEGINNING. SHEET 1 OF 2 LEGEND: 0 = DELTA ANGLE L = ARC LENGTH N.R. - NOT RADIAL R/W = RIGHT-OF-WAY O = SET 5/8" IRON ROD . CO.E. = OVERHANG. EASEMENT SAN. = SANITARY WITH CAP WITNESS C.B. O.M.E. = OVERHANG MAINTENANCE EASEMENT S.B.T. = SOUTHERN BELL TELEPHONE CORNER LB U16674 B, =CABLE TV - CATCH BASIN ' O.R.B. - OFFICIAL RECORD'BOOK S.F. - SQUARE FEET o 1.0' OFFSET C.B.S. = CONCRETE BLOCK & STUCCO O/S = OFFSET T.O.B. = TOP OF BANK 0- ELECTRIC SERVICE Q = CENTERLINE O.S. = OPEN SPACE TRACT TYP. = TYPICAL='CATV CONC. =CONCRETE P.B. = PLAT BOOK U.E. = UTILITY EASEMENT ](Y = LIGHT POST COV. = COVERED P.C. = POINT OF CURVATURE U.L.P. '= UPLAND PRESERVATION D.E. = DRAINAGE EASEMENT P.C.P. =PERMANENT CONTROL POINT . ®= 11" PINE TO BE ELEV. = ELEVATION O SET 5/8" IRON ROD WITH CAP N0. LB 6674 REMOVED (TYP) P.D.E. =PRIVATE DRAINAGE EASEMENT O t FOUND 5/8" IRON ROD WITH CAP No. LB 6674 E.O.P. =EDGE OF PAVEMENT P.G.E. = PRIVATE GAS EASEMENT O = FOUND PERMANENT CONTROL POINT 4F = 10" PINE (TYP) E.O.W. =.EDGE OF WATER P.K. = PARKER KALON NAIL p =SET P-K NAIL WITH DISK N0. LB 6674 TO REMAIN (TYP) F.F. =FINISHED FLOOR P.O.B. =POINT OF BEGINNING ♦ = FOUND P-K NAIL No. LB 6674 FND. = FOUND P.O.C. = POINT OF COMMENCEMENT 0 = WATER SERVICES F.P.E. = FLOOD PLAIN EASEMENT P.P. = POWER POLE D4 = WATER VALVE F.P.L. = FLORIDA POWER & LIGHT P.R.M. = PERMANENT REFERENCE MONUMENT O = SANITARY SERVICE I.E.E. = INGRESS/EGRESS EASEMENT - PROP. = PROPOSED ❑ , = FOUND PERMANENT REFERENCE MONUMENT 6674 L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT P.T. = POINT OF TANGENCY 0,0 M.H. MANHOLE P.U.E. - PRIVATE UTILITY EASEMENT �` =EXISTING ELEVATION IN FEET MON. = MONUMENT R = RADIUS =PROPOSED ELEVATIONS IN FEET > .00 N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM RAD. = RADIA 0.00 = DRAINAGE FLOW INDICATOR PROP. WATER MANAGEMENT TRACT N0. 2 t o 0 z �C W c� (A c D cc p �➢ c) m c➢n — �_ N cm w mA Vl W Zm m SURVEY 1. THIS E__._.__..._.....__. _.. ..___..._.._...__, _.... 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 133 ' WHICH BEARS N 47*43*38" E AND ALL BEARINGS ARE RELATIVE TO PLAT. S. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWIcNOTI_D:,'. 9. ELEVATIONS SHOWN -HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS,SHQWH HEREQN',4YE,WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE R4TE�MAP,RANEVN6. 120265-0275F , DATED AUGUST 19, 1991 11. IMPROVEMENTS IF ANY A -RE AS SHOWN. 12 DATE: OF FIELD PURVEY: SEP (EMBER 24. 2003 CERTIFICATION: IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE 1GNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LI D SURVEYOR AN �IAPPER. H EL T. KOLODZIEJCZYK., PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 3864 MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 `NW Lawson, Noble & Webb, Inc. ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Boulevard, Suite 9, Part St. Lucle, Florldo 34986 (772)'878-1700 • lax: (772) 878-1802• emal Inw—pslolnw—inc.com Weat Palm Beech Part St. Lucie REVISION FB/PG DATE BY CK'D DATE:9-24-03 BY: JDM CK'D: MTK F.B.: PG: JOB NO.:8652 SLCE: J/6'- r• zrzs' I 3875- I 2f25' PA - sr�:.ya•- r• Q 3" Afox. aU° gymn OUT sour: •yc• - F. Lull CiNLY(ElE AFKWQgS (SEE Si7fEIX$E% w Uri e zWr ® -"u- HEADER SCAL£:.ye•_ I• - 9.7 � zrzs• U -HOLE PAM 1. STOtRH PANEL HAS BEEN O:SICNED D( ACCORD4NCE w, D(E AffA{f/ 04DE CWNTY, 1994 EO/TXry aP TFlE SOUTH FLOR04 BUA.DI&O CODE. OESYYTN MV(D L0405 SFNLL BE O=TEAMA'ED AS PEX SECTION 6 L1� ASC'E 7-84 MRH IIO STi�n m-Ph. B451C RIND S7U W PWIELIS AOEOWCY f LNPACT AND FADOU,2H-( 4TRKUS Wis6v�0MIryiY Cr 7i A(NFNyfO.SSAU, W MN-� LAB RET ORT j 2 ALL STEEL SHEET UETAL PANELS S AU H44E(� W94 RY AA AM So. CR4C_ 44. M'TR( C-90 b CALYAWED STET. OESTCN4RLW & F= 5zJ L-L h _ W -1 ALL "AlINUU 017RM0145 S ALL Dr 60H.�ALLOY T6 UNLESS O7NERWlE NOIED_ - C ALL SC,51 5 10 BE STAIMU= SMEL Jpf OR 316 .SERnz s. Boca ID BE za24-T4 ALUUM N ALLDr, 011MI¢ED CR SW&= MM xrRr 36 k" UW'WII< MID POINr, 6. AYQLXAW TO WALL M14LL BE AS FDLLOMS (Umas Or owx NO10). A) 10 E)ZUW POURED CONCRUE CRETE-FLEX U-SErDWOMAY IAWFACNRED BrLr..P.,/eUrcDEc - s : 7 cw;_ µ�ANqXntY As "� ED BY ELM YVrn? �c TANMVA PLUS, AS E/�/ EL,mvla # lomafa 'PANEL14p7E' p7 f/1• p ECCO M. a RED Jimmmear sLD' AM7Aj Fj wumctURED Br L1:W Y lFO7ES ELCO PANELMM IS Z FOR RED EEAO OMMsOCr fS ErAPGT.W ANCROR OR cRDE-na SS4 15. 1 IS 2 J/4:/E� PLUS, f0R 57LOCDSNL RE" 1/� �` wm PWDMNOWMA4NBwn WTO AND T- 7HNIHLN< FAR WALLS MRIr NO SHCSVol"S S7Wt BE 1 T/T LOW 7TPI/ M ATOLKD S RI= AJ) r( a5E imr PREaST � p mmT _ EATsr. SIul1 M OR P`OM AHChg49 -7 L BE LOW E?WUON CDR PS7RUCNfCB BFAIND SUGf ANELS; M.wv7AGE uromATm DFr NDrsAr e (B) 70 E>ZIM CarRETE BLOCK XALL- - r/4" i rAPmvs & uw-SET UPCon As AWa FACRWED - 1/4: s r�TE-fux S54 ANrrnvs AY MWOFACWRm BY aCDL E%71? LDfz . - 1/4' A F 7/6' CA!H-yN ANWORS OR 1/4- a ELCO ma. & 1 $ATIiGNL Oa- L I r ^ �r a •A p /'�,9GLF BIIIEII OG f BRACKET ,Zr male "'WELLOE PLUS' As UW-1 CRaPED Br PDAER FASFEMNCS 7NCruELLD Tq7 r6R - Jam• l RFD HEAD OYN460[T SLEEVE AK']/049 AS /(WUFAC7URE71 or LT.M: BUN,£Z Et�Mr' D X180 T AND CRE7E-FLX � T CRE7E g B-u47G ECO mab TAT8L 47E PLW. RED NE,1p 62) LAW mu • .- .374• 7/8' CALK-H( ANWORS g{kL 7E DWMELY EUSE� M 71 BE f 7%4: WF HO EXBETMtENr Wo 57LXW SHVL l COINCRE7r BLOCt UML . PEFYfT7lSL.7/4' 0-20 SCROM USED SI/OULO 57ULCD EXC7 5W1L . ' a h �- 1 1/2' LONC AND I AWWW FOR WNJS WW NO STUCCa 8-3) lNf BSHN1 LONG E)XlU�E T ThE BE FDL/NO ON TIE E asma /Lltf( SDiU'NRE BEINWO WAL{ ANCRORS INlNC4TED OK NOTES LY Ba !) E B,7,J ABOVE. • ('PANELS ANCl OV X SIWl 8E AS . ..` b f ' 10 �" (C) ANCI(ORS SH4LL 8E DNsrvrm ANCFXYYS K4NUFACNRER FDflaX54G ALL A< THE RELUITILF7(01W S AND S %MMADOAS OF 7HE LEC LOVE SEC: LOaRm- .093' h e 7. PANELS IN1' ALSO BE BIl7ACLED fDTLOMII{G C I� 6 (SHEET 2 & J OF 9) LXCEPT THAr HFA7;RS MSrRLARCW tLT4C5 SM7MN ON S 0, 1 iNRU Q RE6'ERSEO `F` A/dCl ' YIt�L CK sc7 r - - r- r3 a SCALE:'.. f/4• s JOi &7� s s•. SOLD R64:IFD ro AACCE r 9A4CY �I s om ay SELT"m n h �out•�ia���u���a�■lu�� 0STUDDED ANGLE --- . F. SMM PAi/EL MOAL REVA170M - 1/4` Mac CAP l T/4" Ua aP1 F- .f25' 0 o Ci h 22 FEET ® -KEa_.HOLE kT plf D AIL f STUD Q/ DIE C4Sf ZWC NIC'Ka PLATED WINC NUT 4 UWL NOT BE USED. c IT Mi L BE THE RES'oKWaW ar TIE roF ucroR TD waFr TIE sowmNEss a< S%RU 7L RE C CREI&�BLOCK OR A; vED To A^ C+o T4cc nur Q LTA STALL mr aE ATriWo R, wH LDNC 9.57{Ul7T/( LDLIUFAC7URE$ LABEL SN4IL R'- RACED AT BOUVM OF EACH PANEL_ .. _ LABEL SHALL READ AS FDLLOMS EA57ERN UETAL SUPPLY' M. LAKE Wp(BL R M@4 LNAR 1N0. COUNIY PRODUCT LDYII.OL APPROVED. - f = Min. mr O KEY HOLE 14rASHER Iran rDi 14- AUDY By St. Lw4 Irlanty APPROVED AS COMPLYING VaH THE SOUTH FLOR DA BUILDING CODE DATEOio ZOOI BY PRODUCT NTROL DNISION BUILDING CODE COMPLIANCE OMGE AOCEFrANCENO. 00-0 j p. h8WI DADE COUN(Y 24 GAGE GALVANIZED BERTHA AS SHOW STEEL STORK, PANELS SCALE L E C [Itis. EASTERN' -fWETAL SUPPLY /AF(` 7/Lures Q}YLREAE ANCHORS (SEE SCHEDU[E) CONCRETE ANCHORS (SEE SCHEDULE) tl Cont . ANCHORS -1 ((CRE1F . - no Ho POURED o 3 cant POURED CONCRETE ATE REOU/RED I POURED REQUIRED-,, I 2 Cout i j - REP"WED _ _ i :? (SE-Sq/EDDLEJ I I ' FOR L&Vu N (� SCNElY.bE) I ... SLPARADON S' I Fm AOA7AAN ro� I (I WNW UAr I � 70 CUTS� I Pi h l i W ! 20 x 5 N I,/4b I G 1 I ' MINC W QfBkJ/J2 hmwT EyE.R1' I -20 r f,4?• cuc W/7/B rJ/JT I I •, i'. OVFRLM a ARA57AN I wm NUT O EYII2Y no wLur�w I 11 .' 7/4.1 :20 z f/z 'W0T/B"v/Jz" i i xwc • ... 4 OtERUP, O, I 4 (W115w57U'Cri% J%4-BOL�7S k ... • / YANG NUT o tz' 0 G -. • ., : e POURED 1,;4- LW W WALLi -• - WALL I OR CONCRETE WJ-lL I t 0. a N1AT o I &'QU aLDRBLOCK EOUlRED ? .I . ,LgYCRETE.AA'Cti0.45 I S CarrE I (SEE sawCfRrs 9 ConL - (SEE SGfIDULq I 6 Cont �� . HORS' r�EE LEy q SEC77ON 0 ANCHOR WALL MOUNTING 'INSTrAALArlom `aUT ' BUILD INS-TALLf 7-10M I J y I ' y �tV �!• BOL,S W 6 ' I 7/8' x J/JP, W I KI/HG NUT o 12. 0. C -+ / °OURm / Q 4 YM'CTer ONC Nt.CONCRETE WALL h f ?6QUI tEWIREO 9 ConL SECTION 0 STUD "- ! ALL wlOUNUMQ; lfe(STALLAT/Of/ SEC.=Q=� SC4.E : 3/B• = t. L D. = EDGE tA'STANCE (SEE SCHmUCE ON SHEElS 5 •6 t 7 O,� g N07F FOR COMBlN47TOH OF SECPORS : WAU./ELOOR/CEILING UOUNNNG-SvrCTIONS G77[ 8E LY1h/BINEO !A' ANY WAY TLA SU,T AAtI' �ALIANOAL ^- .a • ar POLWcZ REQWRID � I I (� � I MRNLMNLAM I _ SEPAR477(Ni 'S• to cz.� A i ( I /4b 20 z , 2- I WQ Emw 7/xJ/32• I ,If / 20 IB,tzs Jr/ /x8J'/4 . J/.Q•n0 JW I 12' Q C POURED CONCR Eff I R OR WNCRETE 6 BLOCK WALL 'RE4Ua4ED — - h WNCRETE ANCAlpg W/NUT o Tz• o. a SGti- T�Or�I� SCACf: J/8'= t• APPROVED AS COMPLYING N'TTry THE . SOUTH FLORIDA BUILDING CODE DATE to �Q Co I BY PRODUCT JTROL DMSION BUIPGING CODE COMPLIANCE OFFICE ACCEPTANCEN04�-n919 � MIAUI OADE COUNTY 24 GAGE GALIAANIZED BERr? A zs sHOWw STEEL STORM PAWELS !'L CrCClA[- Atr-rn • 71io1w CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED o is I FOR LOIIIMTM� TTON'S' 1/{' fi 20 x i 2'� f SSAfS W/ 7/ x J/J2' mNG Nur a EYE7iY OVERLAP O urOSPAN Y-� /-20 x Jf4' .. ...—.. f BOLTS W/7/8 X' 3/JZ' WING NUT 0 12' O. C ALTERAATE LED COC:AnON POURED • -� CONCRETE OR CONGREW ROOK WALL REQUIRED C4LK-IN OR ELCO male/!,mole — PANEULVE OR male PANELM47E PLUS o Qj� Yfj!/{b-20 SIDEWALK BOLT OR a n CJ /Q1J iY/1/S % 20 7RUSS'NEAD W I— (SEE SCHEDULE FOR SPACING) POURED CONCREfEOR _— I BLOCK WWI REQUIRED—\ o I I' I I (SEE SCHEMW iFat? AmblAw J �� i 4 h h WWC NUT O OVERLAP o MMSPAN a I a . I I I � I POURED CONCRETE OR CONCRETE :•' I , ' I GDNCRErEANCHORS ���///////Y/ /// ` ^u I r .� % of F-1•Lrui. (SEE SarEOVLE) �j �. _ '; 1• I `ALTERNA7TS 'REQUCTm a 1 I LEG cocAnoN 20 s s u4cHINE cavcRETE ANctroRs/I i I CALK -IN CONCRETE ANCHORS OLT W/ NUT WASHER PoURID CONCRETE E D. E 0 12' 0. C. REQarrtm (SEE SCHE[Nl u (co SCE SCHEDUC{) ' . ... , : PQEUW47E OR mole PAN rELAG1 PLUS .. Cont . PoOURED CgYCRE7E L D. i(/ TWI 0- % slaEBAxK POLJLT BOLT 13UlLD OUT INSTAL I AtIOU - SPACING) .._ _............_., Y_ cEluN� `QR CEILING (SEE SCHC FOR — SECTION 5 CEILIN�4' —'FI pQ{� 1�.0 f1NTjhIG WALL IOU 7ll� . IP Si�4LLATlOt .. D.._:lr : SCALE: J/e 7• INSTALLATION — SECTION E INSTAL /QN — SECTION 7 —SECTION 8 SCALE 3/ : 8' t �• SCALE - SCALE : J/tt' = 7• : 3/e' � T' . C,nL 1/4' 0-20 S. S. MACHINE BOLT if/ NUr t WASHER a 12, 0 C Coat CONCRETE ANCHORS (SEE SCHE XW POURED CONCRETE \ REQUIRED \l I i T _ L D. = EDGE DISTANCE (SEE SCHEDULE ON 7 OF 9) ECOZ7NEOCI CBIN4710N OFS7AN��L1410Z EILING A'C UNTINAelr WAY TO SUf -- I CONCRETE ANCHORS E. D — ' UREDDSCHEDULE) i � RID CONCRETE E II Ir t�{• d-20 X d/{• BOLTS W f7/8• X 3/J2'f WWG NUT a 12• R C— x 12' - 7 • X uLDST'AN -{ (SEE SCHEWL ) iFOR ulm&w StYARAT7LW $• � ro rxAss iJ'/4• BOLTS W/ fH12 . a a � 72IR ILf APPROVED AS COMPLYING IMTHTHE SOUTH FLORIDA BUILDING CODE DATE1(Xo/ LO BY Iff PRODUCT d6NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCENO.dJ- 04 (�, f d s SIDE WALK BOLTS ARE 3/4 dx3/J27TBa; HEAD MACHINE scREW W/LFiyGhf AS PER NOTES A2 k 8.2 (SELECT 1) TRUSS HEAD BOLTS ARE 1//2"Oxi/B"7TfC'K NEAR MACHINE SCREW W/LENGTH AS PER NOTE 42 & &.2 (SHEE( 1) UlWl WE COUNTY AS SHOWN 9✓!C£ 8AEFEW METAL SUPPLI- LNG T/�� ,u m._. -- 24 C4CE C4LYANEED BERTHA STEEL STOP,M PANELS POURED CONCRETE CONCRETE BLCw r6ti- REQUIRED CONCRETE ANCRORS / aT2'0.0 2' x 4' x .125' 3L05-H14 OR 600-T6 ALLOY 'Con[. Alum. ANGLE " — CASE A (Plan) SCALE 1/4' = 1' 2" x J" x .09J" JIGS H-14 OR 606J-T6 ALLOY Coot Alum. ARC/F� WTTN ANCHORS O 12' l G d 114, CASE 0 (Plan) SCALE 1/4- = 1' POURED CONC17L7E .:. OR CONCRETE BLOCK WALL 'mom S . REQUIRED \ lfax POURED CONCRETE ® CONCRETE BLOCK gALL� REQUIRED �2 " Afro. t CONCRETE ANCXORS z5w 72" O. C. � . e O 9 `J�OOR ® I.000 2 'MO ` \ O4 O OR O OR ® 2" x 2" x 055' TO ALMlEW glE LEC LOa4WN 2' x 5' x E OR Cont OR ® Num. ANLXE OR � .050' 3105-H754 sjI ET' V4' s Bar 4' x 4' x .022" METAL Ah' B� PLATE 0 2S' O. C. 31Q5-H/4 OR 600-TC ALLOY W/.Kp(NUF ConL Alum. ANCLE .. _ . CASE B (Plan) CASE C (Plan) SCALE. 1/¢' = Y SCALE 1/4' = I' i END CLOSURES DETAILS MAX�MU DESIGN PRESSURE RATING(p„s,f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L " SCHEDULE' .OF R �° 'fL1X!lAUM DE'SION PRESSURE RATWC Mm PANEL UWcw L (N,) NINIAIU.{T 5£PAf1ATlDN APPLICABLE TO ONS _ = ....__ r .._ _. _ ... .. .. .___..... ........ _ , .. .. .. .... .........__ ...._,:.._.w.(P_•s-C•) (SEE SECiJONS). _ .... _•__ •. W CLASS... . _ Q7!lf@�Jf4 •.._ fF ..._ _. _.. War. . +56.0, -76.0 7'-6' OR LESS i,Z,3,4,5 do 8 +60.0, -70,0 >7'-6' TO W-6' 3' 1,2,3,4,5 & 6 POURED CONCRETE +66.0, —76.0 7'-6' OR LESS 3 3/4' BLOCK WALL . 6 7 Y EDUM 3/4' 6 & 7 - -L E 'C o APPROVED AS COMPLYINGVNTHTHE SOU1H FLORIDA BUILDING CODE DATE 0 BY PRODUCT C NTROLDMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.(Y) (�Ip MtWl DADE COUNTY 24 GAGE GALYAtVfZE-0 BERTT-!A As sNOWN SMEL STORM PANELS scALE EASTERN METAL SUPPLY, IMG 7/7o�00 . LL'-969f LDN W (..fi F -61.6 1i• 12- 12- 12• 12- 12' 12• WA 1A4" 1 rz' 11' 12- 12' fi 12" r2• i l2• Yj 72' r2- 7g . 12" 12- rr 12- WA LEE Wawa rvY (ED ro stLx m uLrLwm• , r ro Lan WA 12• N/A fZ 72• f2' N/A 12' I N/A 11 T2" 12' WA rz" WA Tz' rz" T2' WA f2• WA r2' 12' f2- WA 12• WA rz TZ" !2• WA 12• WA N/A f2• N/A WA 12" WA WA WA N/A LEK BL9= - PID 1D 3r1}ErKiE1E m R,, h12• N/Arz' (2-2• N/A2'- JT2' 12•2' WA2' 12'2' WA' rs"• WA6 12' 12' WA 12• WA WA 72' WA 12. N/A WA WA WA APXWW DMCN too LT.X VW= sr zwcva Fm w ,vmc- m LA 0L to uuamP to mom to WL rz' WA 12 WA 12' to' fz' 12' rz' WA rz• A W to' 12' rz' 12' WA 12 N/A tT` to' ' Iz• rz' -61Z 12' WA f1' WA rZ' r0' T1' !2' rz• WA 12' WA 12' 7• 11' rr 12' IVA 12' fVA _ r2' WA rz' WA T2` P✓A rz' MIA un IflblllN A1Q1f12C SNCNC fpq C D. _ J TA—•. Ltro 1Mnnr• . a+no-rtu sr� - wRcm£ `1WiL Lf1LE AllL L°M£RS r'lfiFN+.G _AHmrc Fm ar ro rovasre ro LKsonr m L'LML�+C m voe xte �� + ' uamvnr ro a> LIIe 1D wasnw7 ro AM'. rvfr L1°•"e•� rAf¢L I(I r2' rzA 1Z. "/a rz' "vA r F ro W a�P) MART UM DESIGN PRESSURE RA rz f2• f2. 12, CORP.ESPONDFNG 1�4MfU�? ANCFFOR 7D1G -Or- f2' AND fr N/a rz WA tr WA 12 `� ` l� 1D`D rIVSTAI.LATlONS INTO CONCRETE AND C SG SCFIEDULE FDR rz• 12• 12- W z,(TaP) STRUCTURES +� r2• r2• WA rz• WA TZ• 12' '72• 1-(� ,. f1' r2' t2" 10A 12'- WA_ 12' r2' 12' 12AM4XIMUM ANCHOR SPACINGS ARE VALID FOR T 1 2" rz' WA rz' WA. 12' `z. s fBO ) FOR E D. I EDGE DISTANCE. rz' r2' 12' 12' WA f z' NIA 4 (TOP) 6 =0' ae tos LESS 77iA/ _T 1/2' REDUCE ANCHOR SPACING BY r2' 12. 1Z, MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING r2' WA 72" IVA 12' rT/A 12' 4 (How FACTORS (NOTE : Min- E D_ FOR CILK-IN ANCHORS IS 2 i 2 12• 12- 12' tz' tz' WA .6 (TOP) FOR THIS OPERg770N TO BE POSIBLE< REDUCED SPACING OBTAINED !z' 12' 12• USING FACTOR SHALL NOT BE LESS 7TWN MINIMUM SPACING 12' WA - 12• N/A 12' f2• 's (&MTRO INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. f2' N/A 12' WA f2• 7(ia 11• WA 6 (TOP) rz' WA T2" WA 1z MIA f2' WA 6 (aorr0p WA Wa rz' Tz' 1z, )(1A tz• WA 7 WIBO tou) FACTOR rLtm+LwANMl 9MfJYG i2' Wu• a (Tcw/aory�rT) ACTUAL E D. TAP60N/ FM E 0. _ J rA7' .. � , LrrolLkIIay RPANEZMA7ES��-1N RED HDi-SMEWE A^1r1CA 22 3 m &- " .75 _ m m �vr<Jrwre wTcllL+avxlePLla cnalr1.6 aaxlLn.� ..— .86 fz• WA fY A(/A ro 1 ro m L1xveTr m uuuvf7 a "e' Lf}-w i�ryLJ 2 1/2" .71 .50 7 DO WA 1z WA 0Tr) 1.00 1z' 12" . tr Iz' 12 1Z• _50 _ 12• WA TY WA 71,• 72• 2• rz' 1 (80TW 0.88 TZ, [Z' iZ• Z. WA 72• N/A 2 72' fz WA T2 WA 12' tz f1 !z z (' ANCHORS LEGEND f2' 12' 12' 12" 12, WA WA a (TOP) r2" WA rz WA - 12 `z, fz 12 s (eorrw4 ANCHORS ANCHOR k.. rz' t2' Pi' 12' rY WA 1z- WA 4 (TOP) V-0• OR u= TYPE SPACING E 0. =EDGE OIS7FNCE fY WA 12" N/A 12• WA - tz• 12• * (eLrrrc,� TAPCON/PANELMATES/ . rr rz rz if, 12- WA s (rePj-. CREIE FLEX SS4 J. D' 12• WA [Z. WA 12' fz ri' s (B07TOM) 12• WA 12• WA 12• -WA -6 (?p°) -. - , _ CALK �1N .• ... - WA - ''• _ - 2.5 (Z' 3%WA 12WA 1z• WA rz• RED !'RD. WA 12.WTOop/liormq DYNOLT SLEEVErzr2 12 " .. 12• LNAIlLY.tllppgr SPACliC to [ D. _ J V/2- .• (�' •"'•`W _ - aro rrzmav °SEE NOTES ON SHEETS 8 & 9. OF g Lxrrc�ru tsT uacr2rLlLvr pmam WX PAVaYMr ,W ro�7'�i°P1ro AVPur,� toFOR. ANCHORS TYPE & SPACING FOR t To11151Ypry ro f :jr 1,Mu W ro rrn'a7yZ 10 WMARr To °+Aw.a7 Allr szvrmma N � PAYEL INSTALLA77ONS INTO WOOD FRAME BUILDINGS WA 12" N/A 12' WA f2' or IN,WA y iz' rz' 12' u" tz' (TOP2 - AP�OVEDASCOMPLYiNGWl77{THE rY 1y 1T' 1 ( nrx2J SOUTN 12• WA r2• N/A 12' - DATE RI FLORIDA BUILDING CODE I2• 12' tT' Wa r2' WA 2 (tw) rz" t2- 12' 12• BY r2 12• 2 (��1 - PRODUCTC WA !Z" WA 12' 1z' 12• • T1" 11Al2. WA l2• WA a (%op) BUILDI TROL DIVISION 72' WA 12' 1, rz' r2• 1�' s (80 -7 ACCEpNG CODE COMPUgNCEOFFlCE N/a iz WA 7z• 1TANCEND.OQ� f2• t2' 12' f2' f2• N/A 4 (TOP) (1 =0' TO 7"--6 12' WA TZ• WA 12' !1 2' 12, f (BOr7ON)- WA (2 WA 6 (ror) MIAMI DADE COUNTY rz' 12' A rz s 24 GAGE GALVANIZED BEPTHA Ai t2' 6' rY io' S (emlae) 1r WA r' N/A 12' _ STEEL STORM PANELSSrA,E WA rr 12' WA rz• N/A rz- WA . 6 (ram) A 7/10/Do •` I WA I fY * j TT/A I !r 1 W r - /r2" N/A 6 (earrOyf , � � + � �"� (kG e _ E. s.iTE�tM UET•46 Cf k0o.f t+ s..,. ILS [44p 1Yd D ro IDrr,J�TE 7T'WA- 5LawNRr ro tusz MWAT2' 12'!2' 12. WA 12'I2' l2' WA 12• Y. 11' 12, i6.0, -72.0 12• WA 12' N/A 12' 9. 12, r2' IZ- WA r2• N/A 12" 5- T2' If" f2" WA TZ N/A 12- WA 12 N/A T1• WA 12• WA WA WA WA NIA �' faa.0 saDma nla ro suns ro e o 415�or ro cmr>rErc To carom 1z- WA 12 N/A 9 f2' rz' '•1 'w i 32- V/l i2- N/A .. 12' f2' .s : f2- WA 12• WA { r�. T2' g• 1Z' 72' f600 67 12' WA !z' WA .. r 9' 12' 12' 12' WA 12- NIA 12' S• T2-f2' 12- WA 12' WA _... 12' _ WA 1Z' -12 � -- -WA-^ i t' WA —�—WA WA WA WA bmw Low [LY. UtTlD� rt-com rco r4 SLIDE to mvGZ•TE TD NmTYIRI' to !E m Tr47 iZ' lL IA 12' WA 12' e- r2' 12' IZ• WA 12" NIA 12• e' 12' r2' t2- NIA t2, WA 12" B• 12' 12- WA 12,NIA iz 6 rz- rz- 12• WA 12' WA 7Z 4- f2' P. .. T2' N/A II' WA it, I WA 12' WA R—�I (Al2- LWA tuaucu sro�cus srAmrc ma E a _ J iC ELM na!(KW .-- cairE-nrx ss, vyF E Iwrttrty IutE m ro mrcxDE ro tuscwrr to cwfocrc m NtsnvBr ro can 12• N/A T2• WA TZ' T2- 17' 12- 12- t2' TZ WA T2' WA 12. Tz- 17' 12• 12' iZ" 12' WA f2" WA IZ' 12" TZ' f1' 12" 12' 12- WA 12' NIA 12- 12. 12- 12- 12- 12' 12- WA r2' NIA 12- 12" to' fz- 7• 12- ..1Z. WA 12- WA 12- 12- WA 12 WA 12' tZ WA 12' WA IZ- WA WA 12 iz• 12' ItS1Dr1Ir Mt]AYCS SMCNC r4P E 4 _ J I/Z' « . ¢TD TA'Ogn rRE1r-F a ssl +�EAZILIC ro ro ter , "." r{.. d4fE rw mlr.�srE m ttaaxfftr ro T2• WA 12' WA 12' rz• 72' TZ' tZ' rz- 12- WA 72' NIA 11' 12• r2' 1212' I2- 12' WA 12 WA 12- 12' 11' 12- 12' T2- f2. WA 12' WA f2" I2• TZ' T2' . .12- 12- 12" WA T2' NIA 1z- 12- 1f• 72• 2-- r2' 12' WA 12 WA 11' 12 12' WA , ._11' ... f2- WA 12' WA le WA WA 12• 12' 12' fltDttlN AA=KYLC.CMCn6 ron r 4 . J T/2• M ¢W Tr URW C -rtn ss! N4F/nXW E rvalNes TMN=E to I SQW TO IwErxvDr CDNQ]¢ r m IICTCYpD' To coma E 12" 41A 12' WA 12- 12• 12• 12' iD- f1' 12' 1 J2' NIA 12' 12' 12' 12' 10• 12' 12" WA T2' NIA 12' 12' rZ' f1- 10' 12' 12' `WA 12• NIA 12. 12, 12- T2• 10" 12- f2- WA 12' WA 12, 12• 6' I2' I 5' 12- 12' . WA 12" WA._ _ t2- IZ' tVA TZ- WA f2' 12' I WA I It 1/2- � r.IA 71' E1E ats D YISgV(y WA to' WA 72, WA 10' WA to' WA 5' WA WA WA 6' DE aO5 DP xc�& )VA to, WA 7= WA to' WA to' W� WA 6- ats D' WA 4' NIA WA =2' I2- lz" . 72- 12' 12' t2- 12' 72, 12- 12' 12, I(' 12. f2' 12' 12- 12- r2' To curt-n �T��1 c m rtaDverDf WA rZ• - 1 (B077r1fQ, - WA 2 (rap) . (POTTWj .. . 72• .J(BOTT04 WA 4 (%Cy) =0'TII.7=6 T2• 4 (O0rIi7NJ WA 5 (Tor) Y S ioonw) . WA 5 17m) WA 6 (BOnON) WA 7 (70P/B07ToU) , rz• 6 (rOP/Bonw) AFfWAME T6 smersp.-E ' wcv tt• a) DF TICY WA t (raP) rz' r WA 2 (MP) t2- 2 (9DnoN).. WA 3 (fop). Tz- 3 (6OrrpgA •. WA 4 (7Cl) _- 7-6" W rr -.6 12- 4 MwTOtr) '. MIA 5 (!OP) '- Y WA WA 7 12' 6 6 DOPJ PoII{72T FAS77FI2Q1D '•'gym TALK-Iy IDA'O'7E7E TO IIIAZMY •tttnfm p ! &PXkW PAKU Won L. w r2• WA f (top) 12' it, r (Borwm) 12' NIA 2 i(L;P) 12' Tr' 2 (BOif01() . NIA 3 Crop) 12' Tf' J (BOTTOi) . 12' WA_ _ _. 4 (top; 7-6' To 8'-6' T2• if' - 4.(Bortm) 12' WA ... 5 (ro)' 12' 6. -5 (BO77w) 12' N IA - s (tor) _ ifs WA B (BOITO ='UUU ANCHOR SPACINGS ARE VALID FOR 3 1/2- EDGE DLSTAN( FOR E D. LESS 7HAN 3 1/2; REDUCE ANCHOR SPACING BY MULUPI-la SPACING SHOWN ON SCHEDULE By 771E FOLLOWING kF'- TORS (NOTE Mirt_ E. D. FOR CAL/(-(N gNC(10RS IS 2 1/2'. THIS OPERATION TO BE POSiBLE, REDUCED SPACING OBTAINED NG FACTOR SHALL NOT BE LESS TH4N MIN/MUA( SPACING C471DFOREACH ANCHOR TPE AT ANCHORS LEGEND.FACTORAL E. D. raann t / 3 86 2 1/2- .71 2- .50 ANCHORS LEGEND ANCHORS AA TYPE MG CRETE FLEX SS4' CALK -IN 3/8: d RED HD, -' DYNABOLT- SLEEVE - 3.0` 2.5 *SEE NOTES ON SHEETS 8 k 9 OF 9 FOR ANCHORS TiPE & SPACING FOR IA'STALL47IONS INTO WOOD FpWE- BUILDINGS G4LK-IN RED HD. -.SLEEVE .75 (.00 50 1.00 0.88 t R: 4' F- D. = EDGE DISTANCE APPROVED AS COMPLYING W1 HJHE SOUTH FLORIDA BUILD, DATE Y,/ NGCODE BY i PRODUCTC ROLDIVISION �- - BUILDIh'GCODECOMPLIANCEOfFICE 'ACCEPTANCE ND. -n9 J6 h((AMl DADE COUNTY 74 GAGE GALVANIZED BERTHA STEEL STORS( PA/VELS AS 7/Io/oa tstc. EAS1'EI? METAL SfBPPf M trrr- I ... i., 1f AI1,72YS SFl1(bIc !ORE D. « J 1/1 • - . /DAA-YT m cave rr rz" 12` fZ• TAFN`6 qm y,f. m olrrc-rtrx s. 1144f'iN' ro LWNTZEIr ro KIRNPD- ro DDVGTpr ro MlSpyjr WA 12•nNTL' WA 1z WA ro' rr rz• rz• rr WA 12• N/A 12• NIA r0• r2• 12• I2' 1Z' Qto }p•D u 77E PANamw ro 2 m u4sa , fD rz N/A rr rz 12' N/A 1NCE t+urzme xis ro IHSgd(r T2. WA rr 17 r2. WA �"wxs rxsrcN.,t w1;-x ro 'IE ro XgW,gy 72. Ac/A t1 Tz 72• N/A _ - - m gL11516' f t inxartar ^ ' - AYY Trt� ffl."9! 2' (Rg:•. ..;- ..- - . 1f�4X1T�TIId DESI^rN PRES r (1°P) - CORRESPONDING ,,yUJ� SURE t�41NG .s.i ,Q1YD NCHOR SP4CING SCHED f h>mw INSTALLATIONS fNTO CONC VLE FOR 2 ( ') -. RL''TE' AND CBS' STRUCTURES' t - 12• WA fZ" WA 12• 72• .12" 12• 2. (BOTT01!) WA rz WA rY t2WA. 12• . • A 12" 12' 12• 12" WA J nfp) . f2• f2' JT• f2• . FEE.O, -JE.° Y2 WA 12• WA - f2 K/A 12• rz" fz• s'(OMTDq' - 4gt*AWfMUM ANCHOR SPACINGS ARE WID FOR 3 112• EDGE DISTANCE iz• WA 1r WA 4 FOR E D LESS ThAN 3 1/21 REDUCE ANCHOR SPACING BY r0• 12' 1z rz" r2 fz" f70'J : a o-oN,us MULTIPLYING SPACING SHOWN ON OR r2' i2 BY THE FOLLOWING. 12• Wa r2" 7Z• 1z -�Iz• < (sormcr,' - FACTORS (NOTE : Min. E. D. FOR CALK IN ANCHORS IS Z 7 2 N/A rr WA r2 NIA rz• WA 12• FOR THIS OPERA77ON TO BE POSIB 12 �- rz• 1z' WA s OoP) USING FACTOR SHALL NOT BE LESS REDUCED SPACING OBIT! m rz r2 rz s 72 TFWN MINIMUM SPACING rz' WA 12" B 12• To S.(BOT70U) IIVDIC47ED FOR EACH ANCHOR TYPE AT ANC N/A I2• WA �. IZ' � N/A 12"' WA 12' WA B (mT')HORS LEGEND. fr WA f2" WA 12• WA tr N/A rz• Wa r2• WA a (BoTmv ... 12• '.WA !z• WA (Z• WA fZ- WA r{ia Wa I2' Wa WA WA WA riI 12•aDca AAWA 12 WA 7 (mr/om17m FACTOR !z' ACTUAL E D. TAPO*ON/ NoonSNCft: i11Y E 4 ] I/1• » 7T f 1• tz• a (rqP/som)Alioum ETF FLEX SS4 CALK —IN rTK raerrx lraTnaN . - PANFLMAT) RED HD. SLEEVE K (v rj TA''' ha to star cWX-nfz sss wccr:;idueE s r� rx-4v - - . m cmrrecrr m wttxnr ro mnarre ro r<emvNr ro officR r 19 wucmf. ro eronr�lE m rs� t�ztr x1s cax-x ! c : SAWM PA111L J. .86 .75 1. DO - 1z WA 12" WA f2 WA rr turMpj ro cDScxur To wsav r m mnvcic m tauxan ANrQ-�'r Loom t• (N) 2 T12� 71 50 r2' r rz• r2' 12• rz 1z Wa tz" Wa rz• NIA IOu°) 2' S0 _ 1.00 1z WA Iy WA it to rz' r !z• 10. 7 0.88 WA 12' , a• :e WA f2• WA 12• N/A 2 i{ppJ 11• r rz• 12• 12• 12- r @" 72' WA 72• WA.- 1T' WA r2• 10• r2" I°• rz• to • 2 (Banmg u 1z' r fz Wa tz' WA r2 K/q a (rap) ANCHOR r2" 12• f2• 12• ANCHOR �. sa.o zao --Iz• ' WA 12` WA T2• WA rz• NUA 12" a 12• .10- a• f9anw9 ANCHORS MIN. 'r '7Z• 7' IT. 12• f2" ,!T' rT'1 - WA 12« WA t MO ' Y—a' m e—a TYPE SPACING E. D- = ED.sE UGSTANCE �`` 10" 12" IZ• WA r2• N/A - 12" WA 12• A(/A fz• a jz•. t° (B°rW TAPCON/PANELUATES/ - ._-T2• 4' .. 12• 9• 12• a" IZ' WA '!2• WA 5 (mr) CRETE FLEX SS4 . 3.0' rT• WA 12• WA iT• WA 11• 6• rr {• 12• 6• 5 (BO77tV - 1° W" 12• WA 12" WA !z WA 12• WA a f7yf) CALK —IN - -2.5` IVA WA 12• WA IZ• WA 1T WA rz Wa -`r - 'WA:: _ a r°orrol�_. _ :::_ . 3/B RED. HD. WA WA WA N/A WA WA I2• B. WA 2 WA 7 (ra'/2lo7r9 DYNABOLT SLEEVE `SEE NOTES ON SHEETS 8 & 9 OF 9 FOR ANCHORS TYPE & SPACING FOR ' WIALLADONS INTO WOOD FRWE BUILDINGS APPROVED AS COMPLYING WfTHTHE SOUTH FLORIDA BUILDING CODE DATE O 7 BY PRODUCT C OLDMSION BUILDING CODE COMPUANCE OFFICE • ACCEPTANCE HOOD -001 I .10 4 • AIIM(L LADE COUNTY 24 GAGE CALyANIZED BERTHA STEEL STORM PANELS as uAeevx pp C EASTERN UE7-AL SUPPLY, a�� 91 13.1 IV, (IOTA( A .", rrnTCTNV I F--Z. ITT —I J.87S----�-221:5� PANEL h R 12S IJIU250- R. 12S-075' —J-000- u"r. 2.47,f `.ITS hh .125 �X.0ar .075 0 "h" HEADER 3" Max. "UV' BUILD OUT r �CDNC17ETr ANLYR)45 SEF SC1iE0LRE r IN I u.+ I CWCREIE AYpf0,4-S (SLL 5C1fED/Lq l AMr. STORM PANEL TYPICAL ELEVATION A 1.2 1/1' Not OAP SECTION A -A C. 119- (row MOTH) i f—�d.ODD- (£rrccmE MOTH) 1 Q r--jam-I.t)rr.3a7� I 17 I � 1 RTSD' j— ZI70'-. P—.075- FVLL RAA ® "ll" HEADER uuY.Aw ® !HALF PANEL scar: il-r - r �.Tlt R.75d RSCd 1, 9A .I7S 'n T `fw R ,J AXT SO 3" ANGLE BUILD OUT scat: 3/c - r Lb ; ALrrnm7r .O9T 2,W .ems ; 1 . . Lm LDC{n� 1=- R © "F" TRACK 07 REVERSED "F-' ANGLE TRACK ® "F' TRACK ANGLE J 7 J/1r . i -7LA6C : J/f . 1• . . OrJ S. STVD 750 o IED TO VaE .2 on srLaTo/75: b -E SEE L DErM 1 1 .1e7s 90 STUDDED!ANGLE -I eWJ-n Mm,'ALDr w DETAIL l: STvD c NUT scvr: J/£•- r / mN GENERAL NOTES; 1. S7ORAJ PMTL R(S aM1 D(SFICV N ACYU'd]NCC YIM ffQr O.DC COUMY, f,CI M XW OF T)c SOUTH rrowl, R. )z c mF (L`SA7/ VWD LWOs S-a el' ncxv ia, AS PCR SLCTOv 6 O' ASCC )bd, mm IIO mP-A. 8ASC VIHD SPEED. Acr A7RL SLL'TXAYS 7] SIXi IJI H6PCGMLY ADOK +ICHfXN+CD GYwC As P(Sx �Wflt LAB A cf / lonxl-AL AL(RA'hV 7LTf . 2 A(L ALLWwDM -V aT MCM 7fA'41SN1K 30.7Z-IUI ALLOY L1P JCOI-KII A,LD, S AL( NLLV(ix/ Ly vp ,S SLILL or 606J-JS AL(pr U/ cys OnCAY1fc 1:nlLD. ti ALL SCREA'S TO ✓E STA'ALE3S.S7EEL .)01 LIP JIB SMM 14 S EYILTS 70 DC 7071-Ti Atow X10Y, C2MLMZCD QR STNML33 snIL Mnl Jd id AWa W Y2LD G A4ClvgRS gs TO DYc SPLL BC AS rDLLQYS.ESS - (UALOnYA1fLSC M01CO) (N rD ExaTnc Poop mwA><T[ - 1/4' • rAP00.4 XCHORRS AS MV&FK1Lf96D BY U.W. %A ff M 11CO T9USMM TA^- AMJK145 (BORRH STVO{OR). AS "~ACT CD IN rAU- , T CYygPoiPAr(1/. - 1/4' I RAAL ZW H "AAO'R AS A[L'AIrACRwCD Br MC RtA( lKlr nv; R 1,LLIIPANI; R:C BY mr R - ! 1 , 7/d' AM CALK-N A%aAm L LLCO mo a f m 'P,NDAI{I( AS ANMFAGn1Rm AM lb/P.WY AAb LLCO RLTU3 im RLSPCClASLY. HORS: AI) LULm,, L& �NID LLOML AADlU LTr � \CoV AI `IS IS I J/1-: TM RAML Z.WAC A]) 7/d MYL CN.C-H 7CS d f 7/d'TA7. AIm TY C rA _- 74 AMTORS IS f 1/1 AM?cAf- sH eC LHR4Qr (LBLDLYD M AD DIJ MD /ara DSTLCTO ALL SC pC) MT7M 7M Pot.RID L13�GPrfL 114' 1-70 STRLXS use SIWI DE 1 I/T' LOAC AN W SHOLLD SILCOO Mr. AND I' m"Aw TOR YALLS Mnl 1RT STLYCIO. AJ) '" C- r 7Mr � S7o'1C PRCLAiT CL3`.CRETE PANELS OR PAWLS SC r%L oV IW ASS 7LW 8O01D SECH NCHO BC Snq ESC AS TD )CAW RL NV7I A'�7-S AAOX.WAGC SLL4( of AS HtYG1TM ON A07a A I) • A2). CUSYM CMIREX EXXX MALL /- R77S - I/! 17AR'TAy A%ClCfiSAS A1NrtCACIU4[p 8r (TM AN cr CYt LLLD !.Df7S➢P6i .i. R 125' - I/! ♦ [r rA^{ A%twRS (BLRRN nvo-CCH)..,Ac 1INAdAD'RAT[D Br TRu{ASI¢LYjppq(.�Iw. - f/! 0 RAIN. ZAILAC lf1LH':V.dAaPS AS IZA4YACTT/{!CD or 7hE R/ML KIM ON —T M1 VRML PLErc VL LD A -N AvalL1Rs CN Etm fllof ma A r . -PN¢ wr As yA, WrIvtm .+eL7s7REs. RnPLT:mtxr. S0O• NOTES flf) Gqp- N LI1BCDlaw x ixoL AALJ"IQq$ L RE I V4 ILIC+( aM PAYaWAA'=Nb Cr TM- a°w. wro R= DQ/oTErE �a7r uar srw.L RE 1 1/r. &2) 7/2r RAMC CiLR--N A%OV 4S y,,j SC LHTVar EVSaCo "M 71AC QYipf[fE (iDCI( [AWE.' 1 . � SS'lL�CrL'Y) ss L BE paw"m0. D-V DNIaUi l(1P W1($ HAI I.DSTSTLCC'o. LQ1>; DYLAWN Lr UD SILO '!]S/ ALID I' SJ) W Sc QR PRECAST AN(LCAurEllo�r)NT PRLL57NILLSr xSTMLLb,G OiOfT,(f roccvvtLTE PAAFLS or rDLrDtur,L nt /aLrr7,G PMEU AMTpTALFSHILL BE AS AIQTJIUD :TItC7 Il STR(RTUR�„�y�:-iWl BRACKET (D) ,A,�� s(ai R STALED AgTcs �+ flI) r LLy A6Lb{, or 7NC ArKyfO'iS uV/r,ICR.RtR�LOAac ALL lY nrE'RfLUlna7rgAlA]`lS -VI. Y1CAnCVS +�t a cs aT 2�a a mrr77RAALTY FOLLODWC, NSTA(UACW DCWLS SW*W,0H,irc XNPS .. e. T Sit1f. !tE TNf MMVm 6Dfr CF. TIC ,,MT =W TO"K7N.Y NC 50LNtlnLSS�AL S]AI:CTLRC W19W s CR:6 M W'AMOr M Ns,wC PRCwtR AAOp/pALY, nos sHtmr a ^ Lwimc ATTACHED TO CQ)CRCTC BLOCK'OR RVW F1MUE 9- SM/RrR ANM.FACTUROM LA&n S VL 9C PLACM AT STrTOY Cr O;jeh LOU STALL RCW As MUOAS CASTCRN YEUt SL.FPLY. WX if TR( lLORD4 DALE' COLNTI- PROMCr CDYrAM APPMhLD. PRODUCT RENEWED ACCFXrANCE Nn UO= O�, DgTE O O 2003 APPP09ED' AS COIAPLYDIG WIN TIIE-11-.1Ts7k1M1,0N �,SOUIII FLORIDA DUAMIG CrjqqQ CONTROL DIVISION D11TF r-� �E-Y�_.OU19U BULIDINGCODE COMPI.1gNCEOF77CE DY_��, PRODOCT COIiI ..,L D h DuaD:r;G CODE COMM rrrlcL ACCEPTANCE NO.7.O_'OJ�� I F ® 2" x 5" (Max.) x . 125" ANGLE s : 4/6' . r iL ECO INc. 'JT TESTING h ENODACrRLMO COL/ MAL7ER A )7LL1r Jr. P. E. 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC Jem 2J.q A.w sTwlH L v0an7 n JJ16,-J717 DADE COUNTY - AS Sl+Y711'N scA(c 7/i/ue (L42 98 - 172 DRAMHO No CONCRETE ANCHORS (SEE SCHECULE) \. b POURED CONCRETE \ —r REOUIREO 6 \ b r-(SEF SCHEDULE) FOR M/SCHE SEPARATION -S- TO CLASS OF WINOOW OR S. G. 0. � POURED I I CORCRET.C:?. OR CL-VrCRETE BLOCK WAft b REOUIRED M / I:z CON CRETEMNCHOR5 / / (SEE. SCHEDULE) B CI w POURED J CONCRETE' OR CONCRETE BLOCK WALL REOUIREO CONCRETE ANCHORS (SEE SCHCDU(.Q POURED CONCRETE' REOUhR£0� \ 6 �i Cml. f— (SEE SCHEDULE) - FOR MINIMUM SEPARATION -5- TO CLASS OF WNDOW OR S. G D. 1/f 0-20 x J 4- BOLTS W/ 7/6/x J/37- WR.0 NUT o 12' O. C Q POURED Q CONCRETE OR CONCRETE III BLOCK WALL REOUIR£D CONCRETE ANCHOR (SEE SCHEDULE) CohCRETE ANCHCWS (SEE SCHCOU[Q POURED CONCI E7E REOUIRED� o W R 1 �� POURED J CONCRETE OR COtCRE7E BLOCK WALL l REOU7RED SECTION A ANCHOR WALL MOUNTING INSTALLATION SECTION 2 SCALE-:,- w h 9 1 f' 0-20 x 7/6' x3% Y/ yq Mc NUT O 12' 0. C. W - 4 ao x T ^ ly)Com SECTION O STUD WALL MOUNTING INSTALLATION SECTION I .SCALE : J/6- : DETAIL OF SEC770H O STUD VAUO ALSO FOR WALL MOUNTING INSTALLATION - SLCJ70H 2 (ADP) E D. - FDCE DISTANCE (S££ SCHEDULE ON SHEETS 5 t 6 OF 6) 0 — (SEE SOt£Dl/LE1— FOR M/n. SEPARAIXXI S". TO GLASS IY WINDOW OR S C. L f I-20 /ri"" J/J2- WW JG NUTxe rY o. C. — / 5 CmLrr CONCRETE ANCHOR L (SEE SCHEDULE) - BUILD OUT INSTALLATION SECTION 3 scttE: J/e _ 1 NOTE FOR COMBINATION OF SECDONS ,- WACL/FLOOTj/C£lUNG L10UNTVIC SEC770NS C4N BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. =5 ConL CO,,CRor N&7AR5 (SEE SCHEOULQ CONCRETE REWRECOHRED � d Vi r I II I 2 a I. o177 I' 1 O POUREDCCAU BLO CR£7E OR CONCRETE BLO7C WALL IREOUA7£p Li I COACRE7E ANCNO R (SEE SCH£pUIE) 0 I n. SEPARATION 'S' TO OF WINDOW OR S. G. r 1" I-20 x J/4- i MW NG7 Au x0 IY O. C I A --- (3) Copt. 7' Yma` bjYf- /-20 M. S O IY 0. C. BUILD OUT INSTALLATION SECTION 4 PRODUCT RENEWEb ACCEPTANCE Nm 00 — 0 6 0 2. O T- EXPIRATION DATE 0 As O ZIL oo PROD CU14 UL DIVISION MU DING CODE COMPLIANCE OFFICE ��6s� cE1L TES7AYG t ooCvEE;tvIG COY SCALE: J/B- - I - APPROVED AS COMPLYING YITII TILE SOUTH FLOP.II)A BUILDING CODE By PRODUCT COitlk(IT OIV!S"ON BUILDING CODE COMPL.ANCL OfilgE ACCEPTIINCf DA.D£ COUNTY 0.050" BERTHA STORM PANEL AS sue"" SCIIC ATr :EA:STERN METAL SUPPLY, 1NC 7DAlC98 - 172 DRAWIHO Nv WnTCRN TXLIT Jr P. E �yI CUT`PANEL �� Yirt 2- r 4' r .125- ' J705-H1-4 OR 606J-76 ALLOY CunL- Alum. ANCLE — CASE A (Plan) SCALE 1/4' = I" 2' x J- r -093" J105 H-14 OR - 606J-T6 ALLOY CO4t Alum- ANGLE WIN ANCHORS 0 12- O. C. POURED COHC%?EIE OR CONCRETE BLOCK WALL . REO(Mro L CONCRETE ANCHORS D 17'O-C- 7 CASE D (Plan SCALE 1/4' = 1 POURED CONCRETE 1 4 OR p CONCRETE BLOCK WALL VART£SSJ' REQUIRED \ I I / 1 OR O OR \ hg OR O/ OR O OR 1/f > BOOT l- x 4' xJ.072- 0 2! O- C. J705-H14 OR 6063-T6 ALLOY W/.14OIWOT Cont Al m. AAGYE CASE B (Plan) SCALE.- 1/4" = i' END CLOSURES DETAI OR fD CONCRE7F CONCRETE U_OCK IK+LL REOLagCO r-2.5�' Q7 Ul ANCIKARS 0. e lYO-C � r 2" r 2- x A55- TO II ALTERNATE LCC LOCADON Y r S' x .055- Cont .Vum- ANGLE OR l- .OBO' J10.5-HISi SrlfFf / \ METAL Alum. BENT PLATE CASE C (Plan) SCALE 1/4" = 1- MAXIMUM DESIGN PRESSURE RATING -W S.f_) CORRESPONDING MAXIMUM PANEL LENGTH "T," - MAXIMUM DESIGN Abx- PANEL L£NG1H PRESSURE RA77N6 L (TL) W (P•x-C) (Sir S£CRONS) +65.0, -77.0 8 =d OR LESS ~ +65.0. -77,0 >8'-O- TO 9'-0" PUURED CONCRETE +62.0, -73.J >9'-0" r0 10'-0" CONCRETE BLOCK WALL \ REOUARED PRODUCT RENEWED - - ACCEPTANCE N- n0 - O�Fi p `[fib 4- EXPITLATIOND.ATF, og O Z,o03 FRODUer CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE / 7IlL EC iLlli TT377N0 2 T>£R!!I0 LL'4)PAHY R. .uIu (Jmuxi_liJr N%LTER A 77LLIT Jc P. E APPL.GIBLE TD. MMLMUM 50PARA7KW SEC770 E / t TO CEASS ANY COMBMIATKMI OF THEN 2 1/4' 1 THRU 8 3 11/16"" 1 THRU 8 J 7/8" 2, S. 7 & 8 APPROVED AS COMPLYING %V;Tll TIIE SOUTN FL RIDA DU!LDING CODE G DAT�Ir�IDLBy FRO OULT CLIN Ii01 D1V:S ll;l DURD;KG CODE COF,,PL:Lf:CE OF110E Arcr; I:,;rLL r;n.48=0811_/ � 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC .taco zvv. A,.. soum LAY( xuRrx, n JH61-.U,T LADE COUNTY AS SHOWN SCALE 71J196+ OATY 98 — 172 rW DRAWHO Hu 'MA-AWUM DESIGN PRESSURE RATING "Ir, (P_S.L): AND CORRESPONDWG MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE•AND C.B.S. STRUCTURES =D.—=-EDGENCf MAXIMUM DESIGN LOAD W (p.r.L) llAXIUUAI ANCHORS SPACING FOR C. - 0. - J )/r 11APP(1CA6LE TO S ECTIONS { d' ANYCOmal/lA 70N OF THEM AlAXINUM PANEL LD.GTH -L- (It.) 7APCONS TO CONCREM TO vASONRY RAWL Zt1tAC AWLIN TO COHCRETE TO MASONRY BAWL CALK-W 70 JoNCR£IF TO 1JASOi'R} CF TAP -GRIP 'T77 CQVGRE7E 707 MASONRY- PAuELyATES -TO-CON CRE7F TO "ASONRr _ a N/A 4' N/A 8" N/A 5' N/A J 1/2" N/A 1 (TOP) 12' 70" 12" 12" 12' 8" 11" 11' 1 (BOTTOAT) 12" N/A IY N/A 72' N/A 12 N/A 71" %!/ A 2 (TOP) 12" a' 72' 10- 12" 12" 11- 8" 11 11" 2 (BOTTOM) 12- N/A 12' N/A 12' N/A 12' ,N/A JI' N/A 3 (TOP) 12" 8" 1Z' 10" 12' 12' 12' 6 11 17" J (BOTTOM) +55.0, -65.0 12" N/A 12" N/A 12" N/A !2" N/A TI" N/A 4 (TOP) 9'-0- OR LESS 12" B' 12' TO' 12' 12" 12" 8' 11' 11- 4 (BOTTOM) 12" N/A 12' N/A 12" N/A 12' N/A 11" N/A 5 (TOP) 72- 8" 72' 10- 12' 12' 12' 8' 11" 17' 5 (BOT)-OM) 11 1/1" 1J/A 7 1/2 N/A 12" N/A 8 1/2" N/A 6- N/A 6 (TOP/BOTTOM) .10 N/A N/A N/A 6 1/2 N/A N/A N/A 10 1/2- 12' MIA 12" 7' 12" N/A 6" 5" 6 6' "N/A 7 (TOP/BOTTOM) 6" 8 (TOP/BOTTOM) 1-55.0, -65.0 6" H/A 6 N/A 6 N/A 6" . N/A N/A 2 (TOP) 9,-0- TD 10' 0 6 6 6 6- 6 6" 6 6 6' 6- N A / N/A 2 (BOTTOM) 6" 6" N/A N/A 6" 5 1/2" N/A N/A 6" 6" N/A N/A_, 5- 6" N/A ', N/A 5 1/2- 4 1/2 6 (TOP/BOTTOM) 7 (FOP/BOTTOM) N/A N/A N/A N/A 6' 6" 6" 6' 6" 6" 8 (TOP/BOTTOM) * SEE SHEET 7 & a OF 8 FOR ANCHORS TYPE & SPACING FOR INSTAUA77ONS INTO WOOD FRAME 6UIL0/NGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2" EDGE DISTANCE FOR E. 0_ LESS THAN J 1/2-, REDUCE ANCHOR SPACING BY MUMPLYWC SPACINGS SHOW ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E 0. FOR RANI CALK -IN ANCHORS & FICO PANELMATE 15 2 1/Z"). ACTUAL E. D. FACTOR 7A1CONj7µµC MUNI PANLLWTFS RAK CALK -IN CF TAP-CSP J" .66 .75 1.00 2 7/2" .71 .50 .80 7 .50 PRODUCT RENENVED ACCEPTANCE Nm 00-0 6 0 Z - 0 ({- EXPIRATION DATE 08 07 ?j POj By -2 PRODMT CONFTROL DIVISION BUU-DING CODE COMPLIANCE OFFICE 'L. IEC®IN.. JT TLS7A 2 DKY/LTJNNG COY .at .mv sc. s. siL rm .a wero¢ n APPlIvED AS COIAPLYINC {PITH TIIE SOUTH FL.NIDA DUILDINC CODF. DATE_ D DY _� �98 i. � P80DI1CT 7.ON.17i DIV:S'ON CODE COMIMAKCE- UfF CE 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC 3EW lJrt M. SWn! DAD£ COUNZY AS SlA7WN srwLi ... t DA 7'T DA 98 - 172 DRAWINO Hv. MAXIMUM DESIGN PRESSURE RATING "K (P.S.f.) AND CORRESPONDING MAA-IldUh! ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C,$.S. STRUCTURES x =EDGE,?I-T)-lMNC-E- MAXIMUM DESIGN LOAD 11-11"JM ANCHORS SPACING fOR E. 0. - 3 1/2" .ipP[ICABfr TO SECTIONS / h �OF IHOATICIN MAXIMUM PANEL _ [£nGTH L (It.) TAPCONS TOCONCRETE TO MASONRY RAK ZA.VAC TO CONCREIF NNLW TO MASONRY RAri2 TO CONCRETE G[X-pJ TO NAS"y. '.•..CF TAP-CR1P TO CONG7E7E ." TO NASQ"WY .. PANEIJWTES TO CONCRETE TO MASONRY .. +65.0. -77.0 6 12 _ N/A T 3' ii" N/A Li 6' 12- N/A 10- 3 1/2-� 12- N/A- 'B 1/2=., 2 1/2- '9 1/2 N/A 9 I/2- i (TOP) 1 (BOTTOM) 9'-0" OR LESS 12- N/A 71" N/A 12- N/A 12 N/A 9 1/2- K/A 2 (TOP) 12- 7- 71' 8' 72" 10- 12- 6. 1/2" . _9 1/2- 9 1/1- 2 (BOTTOM) 12- N/A 71' N/A 12' N/A 12 N/A 9 1/2 NIA 3 (TOP) ) 12 7- 11' 8" 12' 10- 12- 6 1/2- 9 1/2' 9 7/2 3 (BOTTOM) 12' N/A it- N/A 12" N/A 12- N/A 9 1/2 N/A 4 (TOP) 12" 7' 11' 8' 12" 10- 12- 6 1/2-' 9 1/2" 9 1/2 4 (807TOM) 12- N/A 11" N/A 12' N/A 72" N/A 9 1/2 N/A 5 (TOP) 72" 5 1/2" 9 1/2- 6 1/2- 72- 6- 70- S.,... 7 1/2 7 1/2' S (BOTTOM) 9 1/2" N/A 6 1/2" N/A 10' N/A 7" N/A NA / 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' 6" 12- . • 6-.. ..1 , ; 6- 6- 6 (TOP/BOTTOM) 6' N/A 6' N/A 6' N/A 6" _ N/A._.; ' 6' N/A 2 (TOP) +62.0, -73.3 6 6 6 6" 61 6' 6- 9'-0' TO 10'-0- . 2 (BOTTON) 6' 6- N/A N/A 6' 5' N/A N/A 6- 6" N/A N/A 6" 5 1/2' N/A FI/A . 5- .. 4- N A / N/A 6 (TOP/BOTTOM) 7 (TOP/BOTTOM) N/A N/A N/A N/A 6' 6' 6' 6" ;. 6" 6" 8 (TOP/80TTOM) SEE SHEET 7 & B OF B FOR ANCHORS TIDE & SPACING FOR /NSTALL4TIONS INTO N900 FRAM£ BUILOAVS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DI57ANC£. FOR E. D. LESS 7TWN 3 1/2". REDUCE ANCHOR SPAClVC BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE RY THE FOLLOWING FACTORS. (Alin. E 0. FOR RAW[ CALK -IN ANCHORS & ELCO PANELMATE IS 2 1/2'). ACTUAL E. D. FACTOR TAPCVW1rustic 9WN/ pANELNAIFS RAM[ CALK -IN Cr W-MP .75 1.00 2 1/2" .71 .50 .80 2' .50 PRODUCT RENEWED ACCEPTANCE Na OO� EXFMAT70.1 DATE O O Zau3 gy PRO C * r'ROL DIVISION Bt11LD040 CODE COMPLIANCE OFF)CE APPSUVED AS COMPLYMG WIN ME SOUTII FL ,'IOA OUILDRIG CODE PRODUCT CONIIWDIVS!�+ DUILDin CCOE CIIAIPI.AAM Oillff ACCEPIANCE N0.99=QU1 I f� 0.050" BERTHA STORM PANEL IL ECOmc. EASTERM METAL SUPPLY, INC x� 2J A... SOVM _ 7RL? 7L3'TJNC t ENCm+ECawc COMPANY ws urnnf, rt JJ/6r-.VI> DADE COUNTY AS shuts SLILE 7%1/➢d 98 ��17 Ml6 -20W UE) ll l0 GUUMEAM ALUMINUM HHUTTER 4nn-j7-6UU3tjbUJ U9;67 UUpbjgoAA AhUMjpUIl a M 1 10 Jan 15 w m isa 0 EMSLW JmAjLa1914U 5015804790 P, OOZIOOZ r, Uul(UUI p.I GENERAL NOTES: N�°F" TYPICAk ELEVATION ��a+a�r.r.�rs 1. 7N? t1eLu ►,wa sri� K Di % Cum Kr,C N ACQOfCNIq Ifpf hi' �N.. /L01TID,a BI�SDf1f0 OOOC s. uCi � ooxt�,t�ipv �MM.•�no�m 2� ru; _ , � - CKYAMIID M �A Pam EGF Ew rave $IM Em. mc. 24 GAGE GALY. STEEL 5 AMP Loamy PqpxR . %, 02--08080 1 & / JK LEGEND: A = DELTA ANGLE L -'ARC LENGTH CATV = CABLE TV C.B. = CATCH'BASIN C.B.S. = CONCRETE BLOCK & STUCCO CL = 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 �0 Ip C 0 N W O00 m N =" Cn rn w mM Dm Cn w zm n (1)< rn P.T. N.R. = NOT RADIAL O.E. = OVERHANG EASEMENT O.M.E. OVERHANG MAINTENANCE EASEMENT O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET O.S. = OPEN SPACE TRACT P.B. = PLAT BOOK P.C. = POINT OF CURVATURE P.C.P. = PERMANENT CONTROL POINT P.D.E. = PRIVATE DRAINAGE EASEMENT P.G.E. - PRIVATE GAS EASEMENT P.K. = PARKER KALON NAIL P.O.B. = POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT P.P. = POWER POLE P.R.M. = PERMANENT REFERENCE MONUMENT PROP. = PROPOSED P.T. - POINT OF TANGENCY P.U.E. = PRIVATE UTILITY EASEMENT R = RADIUS RAD. - RADIAI \�i Vol C PROP. p�h O.S.T. NO. 4 JJ D< 7pT�`4 �1,rk,Q";91so .*.Jb`j 2e.32 \ 0 \ 2e.521 a \ A \ y-y 6. , \ \ \ NCO CFO \ 90oCGj \ N06°44'40"W 119.59' ,,— P.O.C. S.E. CORNER TRACT 1 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 - SET P-K NAIL WITH DISK NO. LB 6674 ♦ - FOUND P-K NAIL No. LB 6674 0 = WATER SERVICES x - WATER VALVE O = SANITARY SERVICE 0 ❑ = FOUND PERMANENT REFERENCE MONUMENT 6674 �\ = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET �A—► = DRAINAGE FLOW INDICATOR I•v'(?1J N@sue.0 M11111 \ PROP. WATER MANAGEMENT \ TRACT NO. 2 \ 20 � \ / A 4 \ �0A PROP. O.S.T. NO. 4 .qCp PROP.;. q9. Cori Ys. O.S.T. N6 4 O.v�'vLi^ SET 5/8- IRON ROD, WITH CAP WITNESS CORNER LB #6674 o 1,0' OFFSET - O = ELECTRIC SERVICE A = CATV ` 1{X = LIGHT POST t$ = I I" PINE TO BE REMOVED (TYP) {c = 10" PINE (TYP) TO REMAIN (TYP) �T \ \ za.00: \ zszo, NOTE: * = MEASURED TO END OF BOARD \ 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 133 WHICH BEARS N 47"43'38" E AND ALL BEARINGS ARE RELATIVE TO PLAT. 8. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERW.ISC NOTED. �.r( 9. ELEVATIONS,SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN-NERECN.LIE41TAIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MXP.PANEI. NO. 12029540275F ,DATED AUGUST 19, 1991 11. I!�4PROVENIEN?S� IF ANY.ARE'AS SHOWN. 12 DATE,'OF FIELD SURVEY:-SEPTEMBER 24, 2003 CERTIFICATION: i IMPROVEMENTS, IF ANY, ARE AS LOCATED. ' NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JULIAN D. MORRIS. PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4731 P:\600-699\B652\CAD\1_0T St 2OF2 Wor,(s a6'd 91676 01/08/2004 09:44:32 AM EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 `N W • • • • •- • • • • • • • •••A - Lawson, Noble & Webb, Inc.. ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Boulevard, Suile 9, Part SI. Lucie, Florida 34986 (772) 878-1700 • lax: (772) 878-1802• emo0: Inw-pslolnw-inacom West Palm Beach Port St. Luele REVISION FB/PG DATE 1 BY CWD DATE:9-24-03 FORMBOARD TIE-IN SURVEY 1-07-04 JDM BY: JDM CK'D' MTK F.B.: PG: JOB NO.: B652 BP #: UO'?16 ,�26 DATE FILED: nly PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: ALL INFO MIST BE COMPLETE tit FILLED IN TO BE ACCEPTED ���t coGy ST. LUCIE COUNTY PUBLIC WORKS / BUILDING & ZONING DEPARTMENT A ) 0do 2300 VIRGINIIAAVENUE , '20p10Q' FORT PIERCE, FL 34982-5652' I 561-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE Y15-0 /(00 PROJECT INFORMATION PSL S: 1. LOCATION/SITEADDRE BLD kZs CA,RNou%-rtg PLA==�E 39986 2. S/D NAME: 'eC-,A- \AL -_AC M SITE PLAN NAME: 'C �rLV_ O O� l�OoO , GO1 1 3. PROPERTYTAX-'ID#: 33ZfI^--C�o�3 %a 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Sam Smrp iR`.I 5 PLAT. 6 PAGE 7 B K 8:: LOT BOOK 39 NO 31 3A ebb OG . NO. i 33 9. PARCEL SIZE: 9QFT. l 12�`j LOT DIMENSIONS I g X 10. SCRIP ONOF CONST UCTION PROJECT OR WORK ACTIVITY • /� 07 10 (L Cy MLIC rl' 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT- LEFT 1.0� / SIDE O SIDE: -- � 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) �— [)d" NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION old' RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Rs s Ba-"A L_ 14. Sq. Ft./CONSTRUCTION: [Z. ao-LA 15. Sq. Ft. 1st Floor: 16. VALUE OF CONSTRUCTION: $59 7 o0 JJ The value of construction Is used to determine the amount of penult fees to be assessed. SL Lucia County reserves the right to question and/or modify the Indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION: NAME: - C\�S13-t�\I♦� L{`6tvlgS L.-i"� 3 L .'�. ADDRESS: l�obt %bTQt� PL.L�C� SUtY� i0� CITY: VABS'T' N fkL,K Ba.AG14 STATE: L• ZIP 3346 i PHONE (DAYTIME): IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFF BELOW. ERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS FEE SIMPLE TITLEHOLDER: N/A ADDRESS: CITY: PHONE (DAYTIME): STATE: ZIP CONTRACTOR INFORMATION, „ - ST. of FL REGJCERT #: G+/$C. e5LNz>81 C7 ST. LUCIE COUNTY CERT #: ('ZIoSC� BUSINESS NAME: {�CCI_TC@R S1---K1a-rLsL-2si. r'hbNl.E� 9 �mc- QUALIFIERS NAME: �l�t3tiR'T', J ' ADDRESS: ilav tAW Rs SARN 144 peHZNc—T_,-Rpcf - CITY: POKC' S_r LLV_tW_ - STATE: MP 3448� PHONE (DAYTIME): CM �og'� 'Li�O3 �'FL i FAX NO. �—L46b,� ADDRESS: CITY: PHONE (DAYTIME): 3ONDING COMPANY: 4DDRESS: :ITY., MORTGAGE LENDER: %DDRESS: :ITY: iIS2Z> bdScoRe�Lv ' tBLv�' sL �3 Igor) 4151 STATE: .�L - ... ' - -ZIP STATE: STATE: zip ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to pbtain a. permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR7HIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: (,certify that all the foregoing information is accurate and that'all work will be done in compliance with all applicable laws regulating constructs and zoning ------------------------ OWNER/CO ,RA o.R SIGNATURE . .SIGNATUREC- - STATE OF FLORIDA STATE OF FLORIDA COUNTY OF S'F LL�CAIE COUNTY OF S'r 'LW-tr, foregoing Sjgnature of Notary �L-W J e M u o/1,- Type or Print Name of Notary acknowledg �.0�by , The foregoing ins ment before me.this�J�v oft produced Sjgnature of Notary L4njA1� ifAV46 Type of Print Name -of Notary as to Notary Public Title Notary Public Title CommiSW8r*-NU �y� ....................•• •. • LYNNE •MOORS Commi gt y�y�,. &f74tJ.p�7RE MOORS......•••••. N"N'ra°yj%� C..#DD0232850 (seal) i Bt W. "E eg9232007 E 1nM =007 Canm#D �P1P a D0232M : (seal) .'_ EWm e232oa7 ea- (S 254 ®0 :. Ihm(BOOM32-4254c M .�°�:.N....... Fable Naa�Asm��neW .'nd0d ..i.............Faida Naary Assn Inc: . ....A Inc NOTE: TWO (2) SIGNATURES ARE REQUIRED. ...............:: EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNEijBU1LDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. -- - 2�0 ` l -- ---- �o--= tF jOC� -72- - SCANNED- D-�2---- - �J St. Lucie County ";�17 - J. 2.0 13 3 13 �F Z i - 4 72Y i -9 _07 MTV �`3 `"`✓�✓� w Vl�ll Llt11'N Ll v 11J1VN ROp F 3IDENTIAL PLAN IZ JIEW FORM Job Address Permit # ATTACHMENTS Wind Bome Debris Protection FBC 1606.1.4 Sealed Drawings -Name, etc. FBC 104.2 Wind Load Design FBC 104.2 Lot Survey FBC 104.2Survey Matches Structural Plans FBC 104.2 Manual "J" Room by Room Cal FL E Cod Product review or affidavit nergy e FBC 1606.2.2.1 FOUNDATION Footing Details FBC 1804.1 Change in Elevations FBC 1804 Area Tabulation FBC 104.2 STRUCTURAL Energy Evaluation FL Energy Code Design wind pressures for openings I FBC 1 i06 / 1707.4 Bearing Walls (detail) FBC 1804 Pads FBC 1804 ons 13V FBC 104.2 Ai.1_i teia rminty Wall Section -CBS Interior Bearing Walls FBC 104.2 / 2 101 FBC 104.2 / 2308 Wall Section -Frame Frame to Block Details FBC 104.2 / 2308 FBC 104.212309.5 Bay Window Detail FBC 104.2 / 2308 in ow Seat Detail FBC 104._ / 2308 Gable End Detail FBC 104.2 CH-16 F nt Entry Details - Ext. Ceilings �FBC l04.2 / 2308- Porches - Exterior Ceilings FBC 104.2 CH 16 Knee Walls FBC 104.2 /2308 Butt Glass Detail FBC 104.2 /2405 Bearing Wall Header FBC,104.2 /2308.3 Fire Place / Chimney Detail FBC 104.2 CH 28 indow / Door Buck Details FBC 104.2 / 160E Tie Beam Change in Heights FBC 104.2 / ACI earn Block -Poured Tie Beam FBC Ch 1,16,21 Lintel Detail n i. i1TTA�t FBC Ch 1,16,21 Glass Bipck Detail FBC 104.2 / 2112 L3AZ,%, i iV14EiL Truss Plan FBC Ch-1/ 16 toss Connector Chart FBC-Ch-1/ 16 Sheathing Sizes & Nailing Detail FBC Ch-23 / APA onventional Framing FBC Ch-23 Electrical Plan tRim& ao�.rwft potmbo ofW ..f.. bod,aom m.,k FBC 104.2 / NEC ectrical Calculations, Riser, etc. / FBC 104.2 / NEC , AC Duct Plan FBC 104.21 FMC ake-Model & BTU's being used FL Energy Code Plumbing Riser FPC 104.2 Balance Return Air FMC Ch-6 L 'JUERIOR Egress Windows FBC 105.4 ront Door Size (36" x 6'8') FBC T-1004 Bath & Bedroom Door FBC T-1004 yoke Detectors FBC / NFPA 72 Attic Access (22' z 36" min.) FBC 2309.E S it & Handrail / Guardrail Detail FBC Ch-I / 1007 Dryer Vent Exhaust FMC 501.3 / 509.3 Exhaust Fan Venting FMC 510.3 / 506.1 1st Keview Date 2L/--l�_/_032nd Review Date _/_/_ Final Review Plans Examiner Name / �' /� �c .. m.... -��=/� Pi L Signature r �6 ST. LUCIE COUNTY J BUILDING & ZONING 2300 VIRGINIA AVENUE i •.0 • FORT PIERCE, FL 34982.5652 �ORIOp' 561462-ISM FILLED LANDS AFFIDAVIT SCNNNED St (uCCOuntV I, the undersigned, am the owner of the following described property: -oo0-ecoo-C�00Is kt% CkRcv6U%-rt@ '�Ve2Z' for which I have applied to St. Lucie County for a Fin -al Development Permit. In accepting this Final Development Permit, BP Number o I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected'.',I.further acknowledge that in granting this permit for the development of this property, St.=.Lu'Cie- County is neither obliged nor liable to provide for, or maintain in any -form, adequate drainage off my property which will not adversely affect the immediate community. Property Owner Name Property dzQL ignature Date STATE OF FLORIDA, COUNTY OF S — BY THIS -�29tfi DAYOF ,20L� NOTARY PUBLIC TITLE _ IS WHO HAS PRODUCED IDENTIFICATION. LYAJ nJe M 0 D, TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER r..••....•.......•••••....••.................. LYNNE MOORE C0 M#13D02328% BrnWed ew (800)4323254 .............................FIWda Notary Awi.:In •:::.t (SEAL) eserve Community Development District St: Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL 34982 Reference: Multi -Family Construction To Whom It May Concern: t3t—" 1B3 Address: CARNou s-ri . Concerning the above referenced project, this letter will serve to notify all interested parties that water & sewer service has been reserved & will be provided upon request by the Builder. Payment for reservation charges, hook-up fees, and any necessary metering equipment is required at time of service. Sincer o sapo, airman serve D elopment District 2140 N.W. Reserve Park Trace + Port St. Lucie, FL 34986 + Telephone: (772) 468-4604 + (7721 467-157 A- 2G-<000 3 . 1 8AM FROM a ST. LUCIE-COUjN*TY PUBLIC W0I1KS BUILDING & ZONING DEPARTMENT . BUILDING PERMIT SUB -CONTRACTOR AGRi-EMEN'TS,CNE® St Lucie County St. Lucie County Contractor Certification Number. 14D e. 0& State of Florida Certification Number (If eppGcaob): CCC058246 fZ%LI!}(vjL@ t�oePltNr_ 4 <S61 TCTt..R5 name) has agreed to be the _ &.0P X",-- sub -contractor for KCNL-rvmt3.- 1Ac'1Vtz (type or conaLradion trade) ° t $ 3 [strip o1 Inc prime contractor for the project located It is understood that, (street address or property tax ID ►) if there is any change of status regarding our participation with the above 'ner •ioned project,) will immediately advise the Building and Zoning Department of St. Lucie 1 ounty by personally filing a Change of Contractor Form (SLCCDV FORM NO.004-00)_ *8Ui91;t1FlER(od%;m..jsign2tu srepg6ed): ERIC LEVINE signature Print name business name: Reliable goofing 6 Cutters Inc address: 1832 Wabanso Dr Stell5 olty.state.Zlp: West Palm Aearh F1 99404 phone: 961-684-6212 9. Dale 4.151E ONLY_ - SLCCDV Fr.RM W- W2-00 PERMIT! ISSUE OATS . . 06/19/2003 00:51 772-405 KOLTER HOMES PAGE 02 rF4k= u<r o< ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB-CONTRACToR'AGREEMENT SCy St. Lucie County Contractor Certification Number. l) 5�03 t^oUnl State of Florida Certification Number (if applloatite): CA Co 4 j has agreed to be name) the �. 4 VAQ sub -contractor for K6tr1-e t Fc�an�S_ (4rpe of cornWetba Made) isLb� t " (mme of the prima contractor) for the project located 8tC2"RN6tA%-n1L 11 A v- It is understood that, (street address or Property tart Io a) if there is any change of status regarding our participation with the above mentioned Project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor Form (SLCCDV FORM NO.004-00). business name: address: citystate,xip: phone: (ddghtal Qnatutes requital): �IIL�I�, Isa"se 9=is-a3 Print name NISAIR AIR CONUIT ION1NG- DFFICEMSEMMY: SLCCDV FORM NO.: 0024X PERMrr 0 Issue GATE 09/17/2003 04:21 772-468-9505 0 KOLTER HOMES ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number - State of Florida Certification Number (if applicable): the t50 kT% , 00 e=o s 4 �$ has agreed to be ., (companyrindividual name) sub -contractor for l'C60,v-R R6naW5 (type of construction trade) (name of the prime contractor) for the project located It is understood that, (street address or property tax ro #) PAGE 02 if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor Form (SLCCDV FORM NO, 004-00). BU5INES ALIFI original a gnatures required): rtitfrRK !b , 41-is-o 3 signatu Print name Date business name: WeF.I71Q ,b t zut�b3i)36 l� address: 175Z s�N Q>IL:rtA0R it Sr city,state,zip: Po RT r r} phone: a ( 8?1?� aZSY F DFF.,ICEgSFAONL'Yt SLCCDV FORM No.: 002-00 PERMn 0 ISSUE DATE 2SX6107,6 ST. LUCIECOUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING PERMIT 5� SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 20894 k9k/!" Pk � State of Florida Certification Number: (if applicable) RF11067182 C04070, ANGLER PLUMBING INC. (company/ individual name) has agreed to be the PLUMBING sub -Contractor for RESERVE HOMES (type of construction work) (name of prime contractor) for the -project at 8728 Bally Bunion Road It is understood that;.. (street address or property tax ID #) if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Community Development Department (Growth Management Division) of St. Lucie County by personally filing a Change of Contractor Form (Slccdv form no 004-00). BUSINESS QUALIFIER (original signature required):- 7�J--,— �— ignature Raymond J. Waske Jr. Print Name business name: ANGLER PLUMBING INC. address: 1698 SE SOUTH NIEMEYER CIRCLE city, _state, zip: PORT ST. LUCIE, FLORIDA 34952 phone: 772-335-5470 OFFICE USE ONLY: Date SLCCDV FORM NO. 002-00 permit# issue date To: St Lucie County Building Dept. From: Robert J. Vail Kolter Signature Homes CBC040810 Re: Permit # 2.3 t0 8�L8 13A-LLq B(.(.ktw-k Please be advised the plumbing subcontractor for the above referenced residence has been changed from AMO= l acN to i R �t �lM�t bile ' Ro rt J. V '1 KULIER HOMES no,e.,�nne no:n,� �i�-add-ybdo —ESLW2191 W54 4624503 ST. LVCIE,COUf1TYBLiC WORKS BuMDING & ZONING DEPARTMENT BUrLDING PERD= gU13.CONTRACTOR AGREEDONT at. Lucia Count Contractor CWMINdan Nuetbae state of Fbrida Carditcatbn Numtiar 0ram1 1 *): 1 bS�S Rc oa1`Wa C#,#xx Kmam tLp�— tP=AL Cam R�_ has agreed to be tromwrnivarneuu nrm.> the 4=6§ R1c&L aub-contractorfor Ket_tssM Own of ommnome mmq Z"�:G t S 3 (mm of the OM aopOztaort for the'projeat leestsd at�Ruoli�� a � � It Is understood that. pmrurreern�orpOprrrymroa) PAGE 02 FACE U If there k'ry change of status regarding our paropatlon trrlti the above mentioned project, I will Unmedlcmly ad%%e the Building and Zoning Department Of St Lucia County by personally filing a Change of Contractor Form (3LCCnv FORM No. oo440). BUSINESS 12UALIMER www obwom o wmek ���a-, ��rI�1 KaxaZEt "1—zs-b3 rIQ � Print nertn Qate tweets - I I tam DATE , �E G St. Lucie County Nye Building & Zoning op . BUILDING PERMIT S n, SUB -CONTRACTOR SUMMARY St` `� UcI fN` Ra 16-P -1 X l U kV- HCSM�S will be using the following sub -contractors for the C�U1!y (Company/Individual Name) project located at $LDG 133 C-AkNOLLSi`t -�-.L I�LAr_x (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor _T St. Lucie County/ State of Florida License Number Electrical a E by Kau �� ��� (oge5 sic. 4C)4:>14►a Pl mbing. �0642- �i- ,HVAC/, , Mechanical CoMFoRT GONTRoL gZB� Rti9fitigt`:, '' C�ZL6 Rat lABt_� �oo�la�s Gu`itRg 1 /oSS� Gas OFFICE USE ONLY: PERMIT SUE DATE: NUMBER: IS X6894 12/15/2803 04:54 772-468-9505 KOLTER HOMES PAGE 01 JOANNE HOLMAN, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY File Number: 2200997 OR BOOK 1811 PAGE 1034 Nftl( 10MCW k INCEMENT Permit Fl Tax IDNo.i3x7—vt�—rama� a��5oa13� State of Flazida - County of St. Lucie THE UNDERSIGNED hereby gives notice that -improvement will be made to certain real property, and iin accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commf^� encement. &,nib Description of property and street address, if available LeTrS WS I'M IBIS *8 "') 138 sA� Owner Rese omes LTD. Address 9700 Reserve Blvd., kPJS-St. Lucie -EL 34986 Owner's interest in site of improvement Fee Simple Title.holder (if other that owner)_ Address Contractor Address 216 Surety Amount e 772-45.8.4703 772-468-4603 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name. Phone Address _ Fax In addition to himself, owner designates o� (Phone Fax to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. Expiration date of notice of commencement is one year from the date of recor ' less a different date is specified. .1 1� STATE OF FLORIDA, COUNTY OF ST. LUCTE Sworn tond subscribed before m-e this , day of— Srn ay:.".t.::.. l�A.•C w otsl as identifcatldit-_, .N fir'. �', ., .. .. -4,:(• OWNE�n, IGNATURE 2003 has produced OF NOTARY NOTARY .L �..........,.................s ,�VNNE�MOORE ugiv� nOT.ldl 00023QBG8 s ? 9r23r1007 ; f t3 -d thm Fended ant (8004324254 �....�� Florida Note Assn„ Inc i.............no.............ZI...I.......i A. M. ENGINEERING AIV,'ESTING, INC. 3504 INDUSTRIAL 33RO STREET FT. PIERCE, FLORIDA 34946 LocALOmcE: (772) 461-7508 FAx: (772) 461-8880®u j16WD � TEDV REPORT OF FOUNDATION PAD COMPAC 'IQN JAN 12 2004 Client: Dickerson of Florida, Inc. 0-56 - 9'/(,, 0 Catt a4� �lrx Site: Unit 133-138 Castle Pines Pod 20C, The Reserve, St. Lucie County Foundation Pad St Lucie Co�unfJ y Public Works Report Date: 12/9/03 Project No: Report No: 109 Permit No: a36'/�tp�� SCANNED St. Luce County Density tests and Hand Cone Penetrometer (HCP) readings were made at a minimum of three locations in the building pad. Density tests were performed in the upper one foot of fill. HCP readings were taken in hand auger boreholes at one foot intervals from slab grade through the depth of fill. The density tests were performed in general compliance with ASTM D 2922. The HCP test, in conjunction with information about the soil. type, is empirically correlated to the relative density of subsurface soils. Density Test No: Date Tested Location Elevation (feet) Dr Densit (cf) Percent Com action In Place Proctor 109 12/2/03 NW Corner 0-1 111.6 113.9 98.0 NE Corner 0-1 112.2 113.9 98.5 Center 0-1 111.8 113.9 98.2 ' SW Comer 0-1 112.0 113.9 98.3 SE Corner 0-1 111.4 113.9 97.8 * All elevations are below slab grade. The depth of the fill was approximately two feet. The fill should extend at least five feet beyond the building perimeter. At the time of our testing no information was available regarding the foundation pad setbacks. In the locations and depths that were tested, the fill has been compacted to a minimum of 95 percent of the modified Proctor maximum dry density (ASTM D 1557). Distribution: Client — 1 Submitted by: A. M. ENGINEERING AND TESTING, INC. Kolter Homes — 2 Attn: Shane, Signed & Scaled Rebecca Grant Ascoli, P.E. Florida Registration No. 51863 F:WM DATA\Dickerson of Florida, Inc\Castle Pines\109-Unit 133-138.doc, SL s-- TERMITE PRETREATING aZ3 a�/676Q ILIGENT '�' ool Environmental Services Notice of Preventative Treatment for Termites St. Lucie County (as required by Florida Building Code (FBC) 104.2.6) _ 1-866-PRE-TREAT State License JB94495 cc Project General Contractor S'CA% Service Date 3 "�— Time Builder Rf �yED P c ,. C%ec Lot -Block -Section Shell Subcontractor 1 e© 1 �C W e_ DUP% Treatment Type Development Name c E Structure Address Floating ❑ Monolithic ❑ Patio City CC:" C Cully 57 C- Garage ❑ Driveway ❑ Stem Wall ❑ Owner 22 Addition ❑ Cutouts ❑ Nntec Treatment/Product Detail Type TYeatment: Initial Under slab k Retreat ❑ Final ❑ Product: Dursban TC Chlorpyrifos ❑ Dragnet ❑ Demon TC ❑ Other Concentration: I' I 1 % Gallons Applied: `Is Square Footage j S" Linear As per 104.2.6 FBC -If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to rural building approval. Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code. If ' otice is for a final exterior treatment, initial and date this line. Applicator (print) 3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431 • FAX 561- 394-3760 /1 y l TERMITE PRETREATING j DILIGENT �° rt /Environmental Servicestl "f/'�3 09�6�6Notice of Preventative Treatment for Ter(as required by Florida Building Code (FBC) 104.2.6 ; lo County 1-866-PRE-TREAT State License JB94495 Project General Contractor Service Date is` L Project, Builder Lot Block Section Shell Subcontractor Treatment Type SCANNED Development Lucie County Structure Address Floating ❑ Monolithic ❑ Patio 41 City P'sc Cnty L Garage ❑ Driveway ❑ Stem Wall ❑ D .i1TTI Notes Addition ❑ Cutouts ❑ Treatment/Product Detail Type Treatment: Initial Under slab Retreat ❑ Final ❑ Product: Dursban TC9 Chlorpyrifos ❑ Dragnet ❑ Demon TC ❑ t Other Concentration: � % Gallons Applied. ` w Square Footage l — Linear Footage As per 104.2.6 FBC - If soil chemical harrier method for termite prevention is usedk final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code. If tro, tice is for the final exterior treatment, initial and date this line. V\ L � tee/ Applicator (print) 3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431 - T o r eKj -cif • FAX 561- 394-3760 �C0 c .! HMB TERMITE PRETREATING I��� Gi1M �3 6/�7� DILIGENT Environmental Services Notice of Preventative Treatment for Termrt.QSLu ie Co-lnty P (as required by Florida Building Code (FBC) 104.2.6) 1-866-PRE-TREAT State License JB94495 Project General Contractor C Service Date �- � Time Builder Lot Block Section Shell Subcontractor `6 �� a �13)1'1%C® Treatment Type UN5CpUn Development Structure Address Floating ❑ Monolithic ❑ Patio City PS C Cnty 1— Garage ❑ Driveway ❑ Stem Wall ❑ Addition ❑ Cutouts ❑ Treatment/Product Detail Type Treatment: Initial Under slab 01 Retreat ❑ Final ❑ Product: Dursban TC 10- Chlorpyrifos ❑ Dragnet ❑ Demon TIC ❑ Other Concentration: ' S n/o Gallons Applied: 25 Square Footage 'e - Linear As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used, final exterior treatlnent shall be completed prior to flood building approval. Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code. If this��c6e is for the final exterior treatment, initial and date this line. '^ r ^mac Applicator (print) 3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431 'r o v1-( • FAX 561- 394-3760 NAHB ,z,3 69/",d Notice t (as r 1-866-PRE-TREAT State License JB94495 Project General Contractor Service Date S- Time Builder Lot Block Section Shell Subcontractor At, Treatment Type U VIVED Development Name 1 rx�S VVi County Structure City ` J C Cnty. SL Floating ❑ Monolithic ❑ Patiotd Garage ❑ Driveway ❑ Stem Wall ❑ Addition ❑ Cutouts ❑ Treatment/Product Detail Type Treatment: Initial Under slab Retreat ❑ Final ❑ Product: Dursban TC Chlorpyrifos ❑ Dragnet ❑ Demon TC ❑ Other Concentration: tt�5 % Gallons Applied: S Square Footage 6 Linear Footage Asper 104.2.6 FBC. If soil cbemical barrier method for termite prevention is used final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code. If this'cc is for final exterior treatment, initial and date this line. Applicator (print) 3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431 z--k-occ • FAX 561- 394-3760 -CI TERMITE PRETREATING DILIGENT ����0�/�U� Environmental Services Notice of Preventative Treatment for Termi s biic Works (as required by Florida Building Code (FBC) 104.2.6) St. Lucie Co 1-866-PRE-TREAT State License JB94495 Project General Contractor Service Date ` Z Time Builder ! _ @'v46® C% Lot -Block -Section Shell Subcontractor Pf � ��C 000E Development Name Structure Address City Owner Treatment Type Floating ❑ Monolithic ❑ Patioig Garage ❑ Driveway ❑ Stem Wall ❑ Addition ❑ Cutouts ❑ Treatment/Product Detail Type Treatment: Initial Under slab 7^ Retreat ❑ Final ❑ Product: Dursban TCIA Chlorpyrifos ❑ Dragnet ❑ Demon TC ❑ Other Concentration: % Gallons Applied: S Square Footage 2 S b Linear Asper 104.2.6 FBC -If soil chemical barrier method for termite pmcntion is used road exterior treatment shall be completed prior to final building approval. Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code. If thi otice is for the final exterior treatment, initial and date this line. zV-N �Js Applicator (print) 3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431 • FAX 561- 394-3760 r ,. u TERMliLP+RETREATING ) 71M1'ATFr G . j g�i/G 7� Environm ptal:Serviees St. Luc ty Public Works J / v / << Notice of grewilitati44reatment for Termites .(as regitired by Florida Building Code (FBC) 104.2.6) 1-866-PRETREAT f; :. , State License JB94495-, Pro. ect General Contractor N¢ Service Date ~ =lime Builder Lot Block Section Shell Subcontractor FD �CGt n �y Treatment Type Development Name_ u Structure Address + Floating ❑ Monolithic ❑ Patio r� pT.a City '='' L 1 Cnty Garage ❑ Driveway ❑ Stem Wall ❑ Owner. ° Addition ❑ Cutouts ❑ NotesC.l,f, 133 " +' . Treatment/Product Detail �• ` _ T�pejreatment: .Initial Under slab Retreat ❑ Final ❑ Product: 'Dursban TTCIZI Chlorpyrifos ❑ Dragnet ❑ Demon TC ❑ Other Concentration: �? °/a Gallons Applied: 1� �=vv A -+ �fi Square Footage Linear Footage As per 104:2.6 FBC - If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. Certificate of Compliance:. This building has been treated in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code. If notice is for the final exterior treatment, initial and date_ this line. I/n c�t r ne Applicator (print) t 3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL • FAX 561- 394-3760 p `b 20�h CER" St. Lucie County p ublic W otke r, gale-, a MASCO Company TION OF INSULATION R-461 INSULATION INSTALLED ON EXTERIOR WALLS R-30 INSULATION INSTALLED IN CEILING AREAS LEGAL:. Lot 138 Block Sub -Division Castle Pines PERMIT#: 23091676 SLC J08-ADDRESS: 8160 Carnoustie Place BUILDER: Kolter Signature Homes, Inc. GALE W/O: 78372 ATTESTED BY: ✓1'— DATE: %� �/ w/o C04n 3601-A CROSSROADS PARKWAY • FT. PIERCE, FL 34945 FT. PIERCE (772) 465-9191 • VERO BEACH (772) 589-1514 • STUART (772) 283-3151 • FAX (772) 489-6758 gale- - msulatson a MASCO Company 71, .TION OF INSULATION V�� R-4.1 INSULAIWq INSTALLED ON EXTERIOR WALLS R-30 INSULATION INSTALLED IN CEILING AREAS LEGAL: Lot 136 Block Sub -Division Castle Pines PERMIT #: 23091676 SLC JOB ADDRESS: 8156 Carnoustie Place BUILDER: Kolter Signature Homes, Inc. GALE W/O: 78370 ATTESTED BY: DATE: 3601-A CROSSROADS PARKWAY • FT. PIERCE, FL 34945 Fr. PIERCE (772) 465-9191 • VERO BEACH (772) 589-1514 • STUART (772) 283-3151 • FAX (772) 489-6758 insulation sc — _ a MASCO Company S1tC4C,e0/��� JUL ®220 Q.�C RTIFICATION OF INSULATION St. Lucie County -4.1 INSULATION INSTALLED ON EXTERIOR WALLS R-30 INSULATION INSTALLED IN CEILING AREAS LEGAL: Lot 133 Block Sub -Division Castle Pines PERMIT #: 23091676 SLC JOB ADDRESS: 8150 Carnoustie Place BUILDER: Kolter Signature Homes, Inc.. GALE W/O:.-.78367 ATTESTED BY: . W DATE: �� / & /0 3601-A CROSSROADS PARKWAY • FT. PIERCE, FL34945 FT. PIERCE (772) 465-9191 • VERO BEACH (772) 589-1514 • STUART (772) 283-3151 • FAX (772) 489-6758 � `j <J .. coUn I REQUEST FOR 30 13AY TEMPORARY POWER st. wale CC my public works DATE: SL PERNrr NumB'ER: PROPERTY ADDRESS: Lucie County Comm. Devel. Dept. Code Compliance Division 2300 Virginia Avenue Fort Pierce, FL 34882-5852 Ph. (5011482- 2165 Fax (581) 482-1735 �AS- THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL PCWER TO THE ABOVE DESCRIBED PROPERTY, FORA PERIOD MOTTO EXCEED THIRTY (30) GAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA. TION FOR FINAL INSPECTION, IN CONSIDERATION. -OF APPROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS; 1 • This temporary power release Is requested for the above stated purpose only, and,.there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As Witness by our signatures, we hereby agree to abide by all terms and conditions Of; this agreement, Including Building Division Policy, which Is ` `-(nrperbted herein by reference. 1 All conditions and requirements ilsted In the attach etl document enticed °Requirements for 30 pay Power for Testing' have been fuitllled aed the "Ptemises l3. ready for compliance Inspection. We -hereby releaaa and agree to hold harmless, SL Lucie County, and their employees um'.all:liabilities tiand Out this trdelms of any type or nature which may -arise now or In the future oansaction, including any damages which may be Incurred due to the disconnection of electrical power In the event of violation Of this aoreament- • . ,12/07/2004 04:39 11/15/2004 772 505 KOLTER HOMES PAGE 02 5613 3760 DILIGENT ENV PAGE ,04105yT Ce111"C0ie of Compliance Als !s a parliul,trwi'mant only and not o guaronf2, or vvclnv1 y& G' 3ECli0N: BLOCK,LO a ". WW'Wea a complete DmabI4 foartheofsrnbi,n6el. chamIc2.1 Hank%; 7�heCityofPort St.Luciedoes notguarante_ar "'� pwoe4PPARFAT M 1Tre purpose of this document e b show ihet Io the bthis p p rfinenfs knowledge, the�� to the requhmenfa of the SfandedBugding Code and the One Old Two Famlh Dwelling Coda for proklion Certificate of Occupancy scja ED C / This Certificate is issued pursuant to the requirements of the Standard Building Code cei°dt'�ig that at the time of issuance this structure was in compliance with the various Ordinances of St. Lucie County, regulating building construction or use for the following: Certificate of Occupancy No. 23091676-001 Building Permit No. 23091676 Lot: 133' ' Block: Parcel/Folio Number: Occupancy:_ "'Multi — Family Residential Building Address: 8150 — 8160 Carnoustie Place Port Saint Lucie, FL 34951 Legal Description: Permit Job Description: Multi — Family Residence / 6 Units Contractor: Kolter Signature Homes Inc. DENNIS M GRIM, CBO BUILDING OFFICIAL Building Official NOTE: 12-15-2004 Date Issued This Certificate of Occupancy is issued to the above named, for building at the above named location only upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of Saint Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and/or equipment, and the plumbing work have been inspected and approved. The issuance of this Certificate grants permission to occupy and use the property described herein only for the use indicated. Any change in use will require a new Certificate of Occupancy. POST IN A CONSPICUOUS PLACE ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM DATE: NAME OF FEE PAYER: ADDRESS: - PERMIT #: ROAD IMPACT ZONE: SCANNED, BY UCI@ COUOtv THE IMPACT FEE CALCULATED HEREIN HAS BEEN DETERMINED BASED ON THE FEE SCHEDULE ADOPTED, EFFECTIVE 10-01-03. IMPACT FEE CALCULATIONS USE TYPE: (# SQ FT (PER 10X FEE ROAD: \ PUBLIC BLDGS: FIRE EMS MULTI-FAM(#UNIT) X FEE ". CHOOL: LIBRARY: zz PUBLIC BLDGS: PARKS: POLICE: FIRE/EMS: to 09/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 01 9117103 SCANNED BY St. Lucie County PAGES //uCL . orw/S ONE 0 09/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 04 FORM 600A moo SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: I GLASS TYPES .18 X Conditioned X BSPM = points Overhang Floor Area Type/so Ornt Len Hgt Area X SPM X SOF = Points 18 15M.0 26.72 7000.8 Single, lint W 1.0 1.0 27.0 47.90 0.64 704.7 Single, Tint W 1.0 10,0 46.0 47.90 0.99 2143.9 Single, Tint W 1.0 7.6 25.0 47.90 0.99 1181.8 Sit1j", Tint N 1.0 25 225 24.46 0,88 481.8 $itigle,Tint N 110 1.0 6.0 24AS On 1W.2 Single, Tint S 10.0 1.0 20.0 39.84 0,48 378.7 Single, Tint S 5.0 1.0 68.0 39.84 0.48 1287.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adpowd 617.0 0.70 431.91 CoOcreie, Int Insul, �Eztedor 4.2 1134.0 1.16 131S.4. Etdeilor _ 1134.0 1.90 2154.8 Conciete; lntI6sel, Adjacent 4.2 347.0 0.64 22ZI Frame, Wood, Aajaeent 11.0 270.0 0.70 1a9.0 Base Total: 1761.0 2686.E A 430t. Total: 1761.0 172,6,6' DOOR TYPES Area X BSPM = Points _Type Area. X SPM = Points Adjacent 0.0 0.00 0.0 Extetlor Wood 17.0 7.20 122.4 Eiftor 17.0 4.00 81.6 Base Total: 17.0 81.0 As -Built Total: 17.0 122A CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Undo Attio 1530.0 2-13 3258.9 UnderAkic 19.0 1SM.0 2.62X 1.00 4314.E Base Total; 1630.6 3260.9 As Sulk Total: 1520.0 4314.0 FLOOR TYPES Area X SSPM = Points Type R-Value ' Area X SPM = Points Slab 195.0(P) 31.8 -Ml.0 SlabOn-Grade Edge Insulation 0.0 195.0(p -31.90 -8220.5 Maw 0.0 0.00 0.0 Beae Tidal: 4201,0 AS -Built Total: 195.0 .8220.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1530.0 14.31 21094.3 1530.0 14.31 21894.3 ErtergyGsuga® DCA Fora 800A-2001 EnwgyG9uge61FlaRES'2001 FLRCSB v3.30 09/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 05 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, PORT ST. LUCIF, FL, PERMIT il BASE AS -BUILT Summer Base Points: 28720.1 Summer As -Built Points: 28121.9 Total Summer X System = Cooling Total X Cap X Dud X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 29121,9 1.000 (1.079 X 1.190 X D.90) 0.254 1.000 W24.4 _ 28720.1 0.4266 12262.0 1 28121.9 1.00 1.117 0.284 1.000 8924.4 EneWGeugob1 DDA Form 60DA-2001 Ener9yC,atge01FI8RES2001 FI.ROSO t3.30 09/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 06 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance, Method A - Details I ADDRESS:. PORT ST. LUCIE, Fl., PERMIT V I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF =Point .18 1638.0 6.88 1813.2 sw1e, Tint W 1.0 1.0 27,0 13.80 1.08 4D4.1 slrig1a, Tint W 1.0 10.0 45.0 13.80 1.00 820.4 Slni;6, Tim W 1.0 7.5 25.0 13.60 1.00 344.9 Single, Tim N . 1.0 25 22.5 16.38 0.99 344.3 Single, Tint N 1.0 1.0 6.0 16.33 o.99 91.3 Si,", Tint S 10.0 1.0 20.0 10.00 229 490.E Single, Tint S 8.0 1.0 68.0 10.58 229 1052 213.5 3999.9- WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent el7.0 1,00 11108 Cotlprre ' Int ins , maeiw 42 1134.0 3.26 3886.E Meador 1134A 2.00 2288.0 0466e;6. Int lhoul, Adjacent 42 347.0 2.08 714.8 Fleme,.W66d, Adpoent 11.0 270.0 1.80 486.0 Best Total: 1761.0 . 37 3B.8 ... s Total: As-Buita ,. , _ 17a1.0' 4897.7 DOOR TYPES 9ree X BWPM = Points Type Area X WPM Points Adjacent 0,0 0,00 0.0 Exterior Wand 17.0 7.60 1292 ExWor - 1710 5.10 86.7 BaWTWA:, 17.0 86,7 As46aattotal- ' ,. 170. 1292 CEILING TYPESArea X BVyPM = Points Type R-Value Area ,X WPM X WCM = Points Under Aft 1630.0 0.64 979.2 Under Attic 19.0 7630.0 0.87X 1.00 1331.1 Base Total: 1030.0 972.2 AS -Built Total: 1630.0 1331.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM Points Slab 195.0(p) -1.9 •370.5 Slab -On -Grade Edge Insulation 0.0 195A(p 250 407.6 Raised 0.0 0.00 0.0 Brie Total: -370.6 As-Bu18 Total: 186.0 487.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 16M.0 .0.28 -428.4 1530.0 .0.28 -428.4 Er^VyGaug0 DCA Form 600A-2001 EnergyGaV,4e81FIeREV2001 FI,RCS0 V3.30 09/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 07 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:, PORT ST. LUCIE, FL, PERMIT # I BASE AS -BUILT' Winter Base Points: 5259.4 Winter As -Built Points: 10416.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier points (pM x DSM x AHu) 5259A 0.6274 3299.8 10415.9 10415,9 1.000 1.00 (1.098 x 1.1e0 x 0 B2) pA65 1.140 0.455 7.000 1.000 5402.4 5402.4 EmVGOupe DCA Form MOA-2001 EnwgyGeuge0fMeREV2D01 FLR0$9 v3.30 09/17/2003 00:11 7722937229 NISAIR AIR CONDITION. PAGE 08 • FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: OA6,E AS -BUILT WATER HEATING Numberof X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2S64.00 769ZC 40.0 0.94 3 1.00 2400.34 1.00 7201.0 A94M1t total: 7201.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Poiii s- • Cooling + Heating + Hot Water = Total Points Points Points Points 12252 3300 1602 2�244 8924 5402 7201 21528 PASS Eneigypauge^ DCA Forth 600A-2001 EnegyGaugaWIaRES20D1 FLRCSB J330 c 09/17/2003 00:11 7722837229 NISAIR AIR COoITION PAGE 09 FORM 60OA-2001 Code Compliance Chbeklist Residential Whole Building Performance Method A - Details ADDRESS;, PORT ST. LUCIE, FI SA-21 INFILTRATION REDUCTION COMPLIANCE CHECKL COM SECi�OIV REQUIREMENiSFOREACHPRACME ."'_v '... _. .-.-_..._.I - _— II�IGmum' ..`of a .ft.'window area, ;6 '":.. cfin/,Ju.lt.daot�ea. Caulk gasket, weatherstrip or seal 6elween wlndoxrJdoels & llamas, surrodnding Was; ,CHECK . s Copra 666.tABC.1.1 PxOsnOr & Atljecertt Walls t308.1 ABC,1 2,1 faurxiatfan & Nall sole a on Plate isms. belN'EErI extet(ot well penmb et ownww truly penetratlans; beh'reell watlnela & topmamonr plates; belvaeert wags end fioor. EXCEPTION: FreJrie WWWwhere a caftiurna infiitiubm battler is Irrefalle'd that extends ._.. from and feaealedto ..' fdundefion tdtNetoppfate.. Sms WS.1.ABC.12.2 Pled unless backed fiytiuss or jdrd rnerntkvs. EXCEPTION; Frerna ibbtg where a cctrttiiuous InfiPoalicn battler Is Irtsfalled that is sealed .. � - CelUrgs 6W.1.Af3C.t 23 (3elween yisll9 d ceilir0 'penatrffiiona of eelung Plena of * &d c era ltld 6h0Re, dmm. Soffits, chimneys, ca6lrx!ts seated to COtItllluoua air battler gaps irigyp bcetd &tap plate; eltlo access. eicerPr10 Freme ce(IrtlgsiNfere a cOfiHnuots irirrtrelion lisider is IrrelalleE Is'_sealedatltie _�rids�rre -Type IC rat d iKlh lfo P9ttehadons sealed'or Type IC a nmrlC rated 1h%tiMd Insirk s ReoeswA Ugh6ng Faeroes 606.1 ABC.124 sealed timiwilh 11 cteerence,a 3" frcrtr fr sula6an; orrypa IC'rated uiBh a 2.l) citn from Alrbe "o ofiMor cavily,b®bGm 006m.'. ,- M . Houses 6W 1.ABC.12s. AddWr real Illfixretlon raw 60B.1ABC.1.3 Exhaust fans VCMed fa outtloors, dampers; comtiasflon'apace tie0tere'ddmpry WiM NFPA, •.. ...,; ..'-_?...'. EneWGaww DCA Fofm 600A.2ool n EnergyGa%vSTIeRES2001 FLROSB 13.30 FORM 600A-2001 FLORIDA ENERGY `�FF��.011 s �I' j FOR BUILD'I'NG. C'O'NS'TRU'CTI`O Florida Department of CgrnmunityAffairs Residential Whole' Building PerF rmanee Method A .-J-= k,.cu uc. Inr: tancrtot ruM=MVUE Builder. Address: Permitting Office: City, State: PORT ST. LUCIE, FL Permit Number. Owner. KOLTER SIGNATURE HOMES, INC. Jurisdiction Number. Climate Zone: Central 1. New cenMnm6on or adsdng New _ 12. Cooling syafemu 2 Single f many or muld-family Muld-funny — A. Ccntnd Unit Cap: 36.Q kBtuAr 3. Number of unit% if mend -family a ' _ SSBIL 12.00 4. NumberofBad`vomn 3 b. N/A S. Is this a worst moss? _ yes — 6. Conditioned floor atea (W) 1530 (P -.- o. N/A 7. Glass area 2 type Single pano Doublo Pane a. Clearglaaa, do6w)t 17-factor — 0.0 at 0.0 A' — 13, Heating ayatems b. Dtrautt tint 2133 g' O.0 ft _ A. Electrio Heat Pump Cap 96.01kBtu/hr a. Labeled U or SHGC 0.0 Ac 0.0 ft' — HS15F: 7.50 g. Floor iypm b. NIA -- a Sla"n-Grado Edge Insulation _ R-0.0.195.0(p) a b. N/A a, NIA o. NIA — — 9. Wall types _ 14. Hot watat *%Wms +. a. Concrete, fat haul, Exterior R-4A 1134.0 f — a. Eleotia R®ntanen Cap: 40.0 gallons b. Concrete, Ld maul, Adjacent R-4A 347.0 B' _ EF: ON C. Frmn% Wood, Adjacent R-11.0. 270.01i' b. N/A _ d. NlA — — 6. N/A o. Conservation etedtts 10, Ceillag types - (HR-Hest mmmay, Solar _ a. UnderAtdo R-19.0,1530.0 ft — DHP-Dedicated heat pump) b• NIA 15. HVAC credits e, N/A, .. _ _ (CF-Ceinns fan, CVd. nm vcntiman, _ 11. Mato _ BF-Wholohousdfin. II. Sup: Unc, Rat Con. AH, interim Sup. ".0,125.0 ft _ pT-Programmable Thermostat b, N/A M7,C.Multiz000 tooting, ML•H-Mutdzons heating) Glass/Floor Area: 0.14 Total as -built points: 2152E PASS Total base points: 23244 I hereby certify that the plans and specifications covered by this caiculatlon 87 compliancewi0l t Florida Energy Code. PREPARED DATE: I hereby certify that this but di g, esignetl, is in compliance with the Florid .Erie e WMERIAGENT: DATE: Revlewofthe plans and specifications covered by this calculatiotl:indloates compliance with the :Florida Energy Code, Before gopstnlotlori isoompleted, thls butiOgwitl be inspected for Compliance wlth' Section 553.908 Floride:Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRgS6w&30) System 9 Room Load Summary 1 Bdrm #2/Bth 266 7,592 99 3-6 597 7,735 2,451 352 352 2 Din Rm/Kit 425 7,414 96 2-5 634 3,799 2,301 173 173 3 LivRm 360 10,188 132 3-7 463 8,164 1,072 371 371 4 Mstr 480 11,066 144 3-6 496 6,419 2,940 292 292 BdrmBth/Laund System 1 total 1,531 36,260 471 26117 8,764 1,188 1,188 System 1 Main Trunk Size: 16 in. Velocity: 851 Umin Loss per 100 ft.: 0.089 in.wg a .. .. .... :.:<..e,<nc,'>>•.».k:: a�°:a'..... <.:.:>: q: a>i.a:..::aEe:>:<.....<..:>:e`>`.;":-:Aak?aC.:.: 'R:�,. ....E;... ..ao>x..e >•.r„ Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh Detailed Room Loads - Room 4 - Mstr Bdrm/Bth/Lauhd (Peak Method) Room Length: 32.0 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 480.0 sq.ft. Supply Air: 292 CFM Ceiling Height: 10.0 ft. Supply Air, Changes: 3.7 AC/hr Volume: 4,800.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 97 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 496 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 59 CFM Actual Loss: 0.158 in.wgJ100 ft. Actual Summer Infil.: 34 CFM W -Wall-14E-4-8c 13 X 10 130 0.152 4.6 593 1.6 0 213 E -Wall-12B-Obw 16 X 10 146.4 0.097 2.9 426 0.2 0 26 E -Door-11 D 2 X 6.8 13.6 0.390 11.7 159 8.2 0 111 S -GIs-IA-cb-d shgc-0.75 100%S 64 1.080 32.4 2,074 37.2 0 2,378 (2) UP-Cell-16D-19 32 X 15 480 0.049 1.5 706 1.2 0 588 Flo6r-22A-pm 61 ft:.Per. 61 1.180 35.4 2,159 0.0 0 0 Subtotals for Structure: 7,284 0 3,335 Infil.: Win.:58.8, Sum.:33.6 610 3.177 1,938 0.908 1,394 554 Ductwork: 0.200 1,844 0.200 146 1,070 People: 200 Iat/per, 230 sen/per: 2 400 460 Equipment: 1,000 1,000 Room Totals: 11,066 2,940 6,419 I Detailed Room Loads - Room 3 - Liv Rm (Peak Method) I Room Length: 20.0 ft. System Number. 1 Room Width: 18.0 ft. Zone Number: 1 Area: 360.0 sq.ft. Supply Air: 371 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.9 AC/hr Volume: 3,240.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 124 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 463 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 39 CFM Actual Loss: 0.112 in.wg./100 ft. Actual Summer Infil.: 22 CFM W -Wall-14E-4-8c 18 X 9 122 0.152 4.6 556 1.6 0 200 S-Wall-14E-4-8c 6 X 9 14 0.152 4.6 64 0.1 0 1 N-Door-11 D 3 X 8 24 0.390 11.7 281 8.2 0 197 N -GIs-1A-rb-o shgc-0.35 100%S 30 1.080 32.4 972 25.9 0 776 (2) W -GIs-1A-rb-o shge-0.35 3%S (2) 40 1.080 32.4 1,296 81.3 0 3,250 S -GIs-1A-cb-d shgc-0.75 100%S 40 1.080 32.4 1,296 37.2 0 1,486 (2) UP-Ceil-16D-19 20 X 18 360 0.049 1.5 529 1.2 0 441 Floor-22A-pm 45 ft..Per. 45 1.180 35.4 1,593 0.0 0 0 Subtotals for Structure: 7,203 0 6,435 Infil.: Win.: 39.0, Sum.:22.3 405 3.178 1,287 0.909 926 368 Ductwork: 0.200 1,698 0.200 146 1,361 Room Totals: 10,188 1,072 8,164 Detailed Room Loads - Room 2 - Din Rm/Kit (Peak Method) Room Length: 25.0 ft. System Number: 1 Room Width: 17.0 ft. Zone Number: 1 Area: 425.0 sq.ft. Supply Air: 173 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 4,675.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM RunoutAir: 86 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM RunoutAir Velocity: 634 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 40 CFM Actual Loss: 0.330 in.wg./100 ft. Actual Summer Infil.: 23 CFM S_-Wall�4E-4-8c 13-X 11- --143--0-152 4.6 652 —0:1- --- 0 11 N -GIs-IA-rb-o shgc-0.35 100%S 15 1.080 32.4 486 25.9 0 388 N -GIs-IA-rb-o shgc-0.35 100%S 20 1.080 32.4 648 25.9 0 517 UP-Cell-1 6D-1 9 25 X 17 425 0.049 1.5 625 1.2 0 521 Floor-22A-pm 38 ft..Per. 38 1.180 35.4 1.345 0.0 0 0 Subtotals for Structure: Infil.: Win.: 40.3, Sum.: 23.0 Ductwork: 4,850 0 1,587 418 3.177 1,328 0.907 955 379 0.200 1,236 0.200 146 633 Room Totals: 7,414 2,301 3,799 Detailed Room Loads - Room 1- Bdrm #21BM'(Peak Method) Room Length: 19.0 ft. System Number. 1 Room Width: 14.0 ft. Zone Number: 1 Area: 266.0 sq.ft. Supply Air: 352 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 8.8 AC/hr Volume: 2,394.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 117 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 597 ftJmin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 38 CFM Actual Loss: 0.228 in.wg./100 ft. Actual Summer Infil.: 22 CFM E-Wall-14E-4-8a16-X9- — ----92--0..152 4:6 420-- 0:3 --0 25 S -Wall-14E-4-8c 2 X 9 18 0.152 4.6 82 0.1 0 1 S-Wall-12B-Obw 9 X 9 81 0.097 2.9 236 0.0 0 4 E -GIs-IA-rb-o shgc-0.35 2%S 26 1.080 32.4 842 80.3 0 2,087 E -GIs-1A-rb-o shgc-0.35 2%S (2) 26 1.080 32.4 842 80.3 0 2,088 UP-Ceil-I6D-1919 X 14 266 0.049 1.5 391 1.2 0 326 Floor-22A-pm 44 ft..Per. 44 1.180 35.4 1,558 0.0 0 0 Subtotals for Structure: 5,069 0. 4,626 Infil.: Win.: 38.2, Sum.: 21.8 396 3.177 .1,258 0.909 905 360 Ductwork: - 0.200 1,265 0.200 146. 1,289 People: 200 IaUper, 230 sen/per: 2 400_ 460 Equipment: 1,000 ° ..-1,000 Rooin Totals:7,592 2,451 7,735 System 1, Zone 1 Summary Loads (Peak Method) 1A-rb-o: Glazing -Single pane, operable window, reflective, 157 5,086 0 9,106 9,106 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, white or reflective color drapes with tight weave with 25% coverage 1A-cb-d: Glazing -Single pane, sliding glass door, clear, 104 3,370 0 3,864 3,864 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, white or reflective color drapes with tight weave with 25% coverage 11 D: Door -Solid Core 37.6 440 0 308 308 14E-4-8c: Wall -two courses brick, brick on concrete or 8 1303 5,942 0 799 799 inches concrete, 8 inches of 140# concrete with R-4 board insulation 12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud cam, 227A 662__ 0-- --30-- -30- --no-board-Insulation-,brickk finish, wood studs 16D-19: Roof/Ceiling-Under attic or knee wall, Vented 1531 2,251 0 1,876 1,876 Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-19 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 188 6,655 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 24,406 0 15,983 15,983 People: 4 800 920 1,720 Equipment: - 3,200 3,200 6,400 Lighting:. ', 0 0 0 Ductwork: 6,043 584 4,353 4,937 Infiltration: Wint&-CFM:176, Summer CFM: 101 5,811 4,180 1 661" 5,841 System:1'Zone 1'LoadTotals: 36,260 8,764 26,117 34,881 ,>.. .. R<8;:a.>:.R..i`.;y.nvF.:...............:2.......o..........,.........��..ac.:am<a:.vrc<o.:<:a«<L:a::.c>a.»¢::...w..>'ci..: �<........ak` Supply CFM: 1,188 (4.7 AC/hr) CFM Per Square ft.: 0.776 Square ft. of Room Area: 1,531 Square ft. Per Ton: 527 Total Sensible Gain: 26,117 Btuh 75 % Total Latent Gain: 8,764 Btuh 25 % Total Cooling Required: 34,881 Btuh 2.91 Tons (Based On Sensible + Latent) S:Yq`a�`.&:ra„ ::Y». "r Ili v \'e. e aa`E .i�13�bu.,,.,,,,,\m .., z. ..,, §:Z:> ,oa.,�a.,.r,\:\.: +:x c,. Calculations are 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 both sensible and latent loads. IH-rb-o: Glazing -Single pane, operable window, reflective metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, white or reflective color drapes with tight weave with 25% coverage 1A-cb-d: Glazing -Single pane, sliding glass door, clear, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, white or reflective color drapes with tight weave with 25% coverage 11D: Door -Solid Core 14E4-8c: Wall -two courses brick, brick on concrete or 8 inches concrete, 8 inches of 140# concrete with R4 board insulation 12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity, no board insulation, brick finish, wood studs 16D-19: Roof/Ceiling-Under attic or knee wall, Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-19 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, heavy dry or light wet soil 104 3,370 0 3,864 3,864 37.6 440 0 308 308 1303 5,942 0 799 799 227.4 662 0 30 30 1531 2,251 0 1,876 1,876 188 6,655 0 0 0 Subtotals for structure: 24,406 0 15,983 15,983 People: 4 800 920 1,720 Equipment: 3,200 3,200 6,400 Lighting;, 0 0 0 Ductwork: 6,043 584 4,353 4,937 Infiltration: Winter CFM: 176, Summer CFM: 101 5,811 4,180 1,661" 5,841 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 Torrey Pines Mod. E Load Totals: 36,260 8,764 26,117 34,881 Square ft. of Room Area: 1,531 Square R Per Ton: 527 .... .. ..e::..,:n xo:,�`,'.@.v.. ar`• ,:.`e':..:,:.%0.:.2 .. .d... r .,kn. :>.oJ:>..,.y,,. .. J ..S.v. , t�o<Y> , i,!C`a'O Total Heating Required With Outside Air: 35,260 Btuh 36.260 MBH Total Sensible Gain: 26,117 Btuh 75 % Total Latent Gain: 8,764 Btuh 25 % Total Cooling Required With Outside Air: 34,881 Btuh 2.91 Tons (Based On Sensible + Latent) uaicwanons are based on 6th 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 both sensible and latent loads. Total Building Summary Loads metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, white or reflective color drapes with tight weave with 25% coverage IA-cb-d: Glazing -Single pane, sliding glass door, clear, 104 3,370 0 3,864 3,864 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, white or reflective color drapes with tight weave with 25% coverage 11D: Door -Solid Core 37.6 440 0 308 308 14E-4-8c: Wall -two courses brick, brick on concrete or 8 1303 5,942 0 799 799 inches concrete, 8 inches of 140# concrete with R-4 board insulation 12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity, 227.4 662 0 30 30 no board insulation, brick finish, wood studs 16D-19: Roof/Ceiling-Under attic or knee wall, Vented 1531 2,251 0 1,876 1,876 Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-19 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 188 6,655 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 24,406 0 15,983 15,983 People: 4 800 920 1,720 Equipment: 3,200 3,200 6,400 Lighting: 0 0 0 Ductwork: 6,043 584 4,353 4,937 Infiltration: Winter CFM: 176, Summer CFM: 101 5,811 4,180 1,661 5,841 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 ;Total Building Load Totals: 36,260 8,764 26,117 34,881 mi_rsunamg buppry arm: 1,165 (4.7 AC/hr) CFM Per Square ft.: 0.776 uare ft. of Room Area: 1,531 Square ft'Per Ton: 527 Total Heating Required With Outside Air: 36,260 Btuh 36.260 MBH Total Sensible Gain: 26,117 Btuh 75 % Total Latent Gain: 8,764 Btuh 25 % Total Cooling Required With Outside Air: 34,881 Btuh 2.91 Tons (Based On Sensible + Latent) eSN........ .:.,.:...::.........)e.,C..ia. .:(a.R..G..:a...a.<x.�1 R$>\`ai'.•;<a »[4 Calculations are 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 both sensible and latent loads. 117 Zone 1 1,531 26,117 8,764 34,881 36,260 471 1,188 1,188 1-Bdrm #2/Bth 266 7,735 2,451 10,186 7,592 99 352 352 3B 2-Din Rm/Kit 425 3,799 2,301 6,100 7,414 96 173 173 2-5 3-LivRm 360 8,164 1,072 9,236 10,188 132 371 371 3-7 4-MstrBdrmBth/Laund 480 6,419 2,940 9,359 11,066 144 292 292 3-6 Miscellaneous Report Summer: 90 78 50 75 61.09 Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Maximum Velocity: Minimum Height: Maximum Height: Yes Yes 0.00300 0.1000 in.wgJ100 ft. 650 ft./min 900 ft./min 0 in. 0 in. Infiltration: Volume of Conditioned Space: Total Building Infiltration: Total Building Ventilation: 0.700 AC/hr X 15109 Cu.ft. 10,576 Cu.ft./hr X 0.0167 176 CFM 0 CFM Yes Yes 0.01000 0.1000 in.wgJ100 ft. 450 ftJmin 750 ft./min 0 in. 0 in. Summer 0.400 AC/hr X 15109 Cu.ft. 6,044 Cu.ftJhr X 0.0167 101 CFM 0 CFM —System 1— Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 41.50 = (0.68 X 0.999 X 61.09 Grains Difference) Infiltration & Ventilation Sensible Lass Multiplier: 32.97 = 0.10 X 0.999 X 30.00 Winter Temp. Difference) Project Report Project Date: Client Name: Client Address: Client City: Client Phone: Company Name: Company Representative: Company Address: Company City: Company Phone: The Torrey Pines Mod. E Thursday, May 08, 2003 Kolter Signature Homes, Inc. 2160 Reserve Park Trace Port St. Lucie, FI 34986 772-468-4703 Nisair Air Conditioning Jose 1501 Decker Ave. - D404 Stuart, FI.34994 772-283-0904 Keterence city: Fort Pierce, Daily Temperature Range: High Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 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 Dry Bulb Wet Bulb Rel.Hum Winter: 42 0 0 Summer: 90 78 50 Square ft. of Room Indoor Dry Bulb 72 75 Grains Difference 0 61 Square ft. Per Ton: 527 -Total Sensible Gain: 26,117 Btuh, 75 % Total Latent Gain: 8,764 Btuh 25 % Total'Cooling Required With Outside Air: 34,881 Btuh 2.91 Tons (Based On Sensible + Latent) � a4`i; ..ai> .B....:s.:�\ato�X.D.., Calculations are 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 both sensible and latent loads. The Torrey Pines Mod. E HVAC Load Calculations for Kolter Signature Homes, Inc. 2160 Reserve Park Trace Port St. Lucie, FI 34986 Prepared By: Jose Nisair Air Conditioning 1501 Decker Ave. - D404 Stuart, FI. 34994 772-283-0904 Friday, May 09, 2003 ENERGY PERFORM` t LEVEL: (EP.L,) DISPLAY CARD ESTMAT) D The h KOLTER SIGNATURE HOMES, INC.,, PORT ST. LUCIE, FL, 1. New ounabuc6on or wdsde _ 12. Cooling sysroms' 2. Single family or multi -firmly 3. Number of unit, i£mahl.family Multi fmmly b• — a Central Unit Cap; 36.0 k_ 4. Number of Bedrooms S 3 b. NIA SFGIt 12,00 12.00 — 5. is thia a worst euse7 yes- 6. Conditioned floor area (W) 1530 w a NIA — 7' Glasa mea a type SinglePere Double Puno A. Mar -Sin& pees, b. Clear• dcublo Fuse — 0.0 tN 0,0 ft. ,.� 13. Hinting systems m TinVother $HOC • single pane 213511' 01002 a. meanic Heat Pump Cap: 36.O JObAr _ d. ThWother SHCC-double pane 0.0 fl' 0.0 am r. b. N/A MET. 75o — 8. Flowt)ws — a. SlabOn-Grede Edge Insulation R=0.0, 195.0(2) it 0. NIA — b: N/A — T o. NIA 14. Hotwmersyomw — 9. Wall tyM a. Conotete, IntInsul, 9xkrlor R-d$ 1134.0 Sc — (L MeganResiatanee Cup: 40.0 gallons — b.'Cbmtele, brt insuL A03scent R-42 - 347.0 W b. NIA BE 094 — o.'Frnmry Wood, Adjaoem — R=U.0, 270.01V — d. N/A _ _ o. Conecrvation croft �• N/A' . - - (HR Hcut roaowry, Solor ]0;-:CollrAtties 's _ DWkDediculedhmtpamp) ., a Under Atli R-19.0, 1530.O R' 15. 11VAC crodih b. NIA — -- (CF&w'Sng fart' CVL'rwa ventilation, — . o, N/A �' BY -Whole houno 6m, 11. Duns _ .Pl:pmgmmmablaThennoamt -a. Sup: Una. Rat Con. AM lataier ' Sup. R-6.0,125.0 it — M7.O•Mo}taono cooling, b. N/A , MZ H-Multizone beating) I certify that this horns has complied with the Florida Eng83' Eflicierkcg:Code-For. Buildingc1 Construction through the above ette W mving feanire6'which'will•ti"e'.lnstellcd (or!o coeedecn in this hems before flnPimogdom Odlernise, a neiv EPL Display Card-*" be completed based or installed feallm. Builder Signature: Date: �-� l3 Address of Now Home: 71V QaiiC% City/Mzip: L.) 1PL'1 Z 498d, *]VOTE.- The home's estimated energy performance score Is only available through the MAIAES computer program. This ism a Building Diergy Rating. Vfjronr score is 80 or greater (or Wfor"o US EPAIDOEBnergysStrb K designation), your home may qualo for energy ggiaiency mortgW (BSMo incentives. fyou obtain Florida &ergy Gauge Rating. , Contact the Energy Gauge Hotline at 3211638-1492 or see the ,Enetgy Gauge web site atwww..fteanefedu for information and a list of certified Raters. Far information about.Florida'sEbergp Efflelency Code For Building construction. - contact the Department of Community Affa> 188Q,4�'.Arsion: FLRCSB v3-30). 0 Y -5-- �,-,:Z003 Equipment Schedule Unit# I SEER / HSPF� Make 4 6iyiVOkfons J' Cond.Unit Mod.# 0�34 A/H Unit Mod.# d8.?-fAf- -/ Heater Mod.#,EC/3Z9 Dd' Sensible Cooling ��4 ,Zoo Latent Cooling i 000 O Total Cool BTUs': 6'0 D 0 I 09/16/2003 23:50 7722837229 NISAIR AIR CONDITION PAGE 08 FORM 600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:. , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST' QOMPONENTS SE •BRUIREMENTS FR�trACW PRACTICE, CHECK F rioryMdm s & Doors 608. ,ABC { 1 - -Maodmum 3 cfhilsa R VAndaW area 6 cfm/sa 1t. dpQf erg. ..... Efderlm & Adjacmt Walls Ml.ABC 121 Csulk gaslret,'w p'Or Beal ''. n whdm wdoors & flames, auffwr d ng wall: — foundeban & wad sale ar sill plate Jdnts belVJear1 exterior wall panels a<comers; uL'Niy penellahacna, b�e(}veeri wall penei68loplbottom plates beltiveen wells aril hoar. F�(CEPTION Frame walls wMre a oontinupus infiRia furrier is installed 116 er WWS fmm, and to sealed to,,tho fouhdetlen to Cie top orele.' .- . Fleas 668.1 J19C.1.2.2 Perretratiorte! Ings?1/8".sealed unless bealred loos a Joint mamEere. EXCEPTION Frarrre floors where a oonNmious IMrltaHon herder is Installed that Is sealed Cemnge SWA.ASC 12.3 Elehveen Wells & eetlfnge penetratbns of oelMx,J plane, of trap Roor; 6mund shaft, dmm, 6oRlta chlmrx ys Cadnete'sealed to rAatiti4olfe air barrier, gaps in gyp board & top plate: atpo access FJ(CEPTICN: F ceillrrgs where a continuous Inhlbatiori baffle is In9teiled 8>a! la sealed at the o0dmeter at pgnebe6onsand searpg. , Recessed Whling Fbdtm 660,1 AB 'non+IC rated, krAw*d Mirim a : seelesl be%vglh`1 @" clearerx:e & 3" from Irisulatlon; Of Type IC mtrid with t 24 cfm from cmtdalonerls�daee` tested . , mu F ' Haties 6061 ABC 1 26 it meter oT,jloercayay between Roos. Adda7ronel li flhratlan re41s 5061 ABC 1 S F farts vented to outdoois dalnper's;'cornbustton spax Ile 6m comply wb NFPA, . h i�ve busi6oil err ' .6A220T41ERPR'E3CRIPTIVR•MPdRl1RFS�mu¢4:ha.mAl:nr.'iaxrapded:hxalt:rcSidAeCes.L.: W , PO ENTS , 'REQUIREMENTS �.....". CHECK Water Heaters :-- - '` 6121 �'' Compy wkh etllelenoy requiretnems in Table 6.12 8wRd.1M ckady madeed araiC. .'.,� leer. eleeCkj or ctitoffdodal•mrtst tis�ra'vfded `EiQemel orbulR-hi frost troll.,_; -fired, Spa6 &heated paalt must helve cwem (exceptaster hesletl)`.`iJotl-Bammerr taI Poois 8wimniirig Parla AS* 6127 °;' :. most have a pump hmei Gtae Spa &pail Ix+aters muss Rave a minimum ttxxprsl. 1 � , �' W ow:must'be restrlotedto rw ma`s than 2 6 gaAohs ber)rlt�rute at lm PSIO. _ , An Dtsbib ill n Systa= 610.1 All d 0enam chambers saran be rnecJmrrtcelly attached seeletl, metlWtod, and Installed in accordeno Y m fhe ci tffm of Sedlon 610. ..... •D,ircJg in wx;ond`dgned ettirx:-R-8 min: Irrsylation _ _ _ HVACC ontrals - 807 _,. rate reetlilv:ecceseilile manual or autoiilakk tfrgmrostrd f sail m. CelRngs-1NIn. R%19 Canmoii�N'elle-Fratna RA I a C6$'R-3 both sides. Irisulatlorr 8G41, 802,1 ` - Gammon cellurg & flooft R 11. - EnargyGampe DCA Form SODA-M01 ErrergyG3u9e2YFIaRES'2601 FLRCSB v3.30 09/16/2003 23:50 7722837229 NISAIR AIR CONDITION PAGE 07 FORM 80OA 2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details l ADDRESS:... PERMITA l 6A8E AS -BUILT WATER HEATING Number of X Multiplier = Total, Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms ; Volu'me Bedrooms Ratio Multiplier 3' 2664.00 7692.0 40.0 0.94 3 1.00 2400,34 1.D0 7201.0 ': ?'AtiBidlt7dai: 7201.0 EnergyCMWg OCA Form 600A 2001 EnergyG+augefflaRESZ01 FLRCSB v3.30 09/1§,/2003 23:50 7722837229 NISAIR AIR CONDITION PAGE 06 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details l ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5095.1 Winter As Built Points: 9675.9 Total Winter X System = Heating Total X Cep X Duot X System XX Credit == Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x osM x AHU) 9875 g 1.000 (1.078 x 1 180 x �1.11) 0.455 1.000 6111.8 6095.1 0.6274 3195.7 . 9675 9 1.00 1 388 0.465 1.000 6111.8 Enawwuge' DCA Form 000A4001 EnclVG9Ua0 VFIaRES'8001 FLRCSB 13.30 09/16/2003 23:50 7722837229 NISAIR AIR CONDITION PAGE 05 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS; -BUILT GLASS TYPES .18 X Condrtfoned X BWPM = Points Overhang Floor Area Type/SC Omt Len HM Area X WPM X WOF =Point .18 18417.0 - 6.86 1940.2 Slagle, Tad NW 2.0 - `1.0 64,0 15,30 0,99 a180 Single, SW 13.0 1.0 36.0 12.38 1,57 �9.9 'Single'; TIM SE 6.0 1,0 9.0 11.49 1.94 20D,4 SUlgie, Ti! t BE 2.0 � 1.0 24.0 11.49 1.82 602.9 SINIP, Tlr t BE 7.0 1.6 84.0 11.49 1.94 1425.1 .:PW1o, Tint . BE 7.0 1.0 40.0 11.49 1.94 690.7 As,Built Tc1aL 227.0 4039.0 WALL TYPES Area X BWPM = Po111ts Type R Value Area X WPM = Points A*ment 1020.0 1,60 1638.0 Concete; Int maul, Exterior -42 630.0 3.26 2053,8 Exterior 630.0 2.00 1260.0 Concrete; 6 hrsul, Adlecerit t2. 850.6 2.06 1751.0 Rime, w&d Adjacent 1110 1.70.0 1.80 308.0 - _ Base Tom:309 1080.Q, ... 6 ., ..,_ 0 As-Bull!Toral ', _ Is A, 41102 POOR TYPES Area X BWPM = Points ry - Area X WPM Paints :AdJaaerR .. • 20.0 4.170 80,0 Extellorineulated''.., ,... ,.. ...._... • 20.0. 6.10... 102.0. Eiiterlor -�20.0 ';5,10 1020 Adlaoad'Insulelerl 26,0 4.D0 $0.0 13MUtah 40.0 182.0 3As 9WBTofe1... 404 182A CEILING.TYPESArea X BWRM = Points} Type . R-Value . Area 'X ,WPM X WCM = Points , , , , , Under Attic 1093.0 D.Bd 898.6 ' Under Atfb �-' - � - 19.0 1093.0 0.87 X 1.00 950.9 ease TOAL 1003A 699.6, A3.Srilll Total: 1093.0 950.0 FLOOR TYPES Area X BWPM rig Points Type R-Value Area X WPM = Points Slab - •165.0(p) 4 -313.5 SIa1�CnClrade Edge Insulation ox 165.0(p Z50 412.5 Raised -.0.0 0.09 ".0.0 . .. - Base Total 313.5.. AsSuiB Total: 186A 412.6 INFILTRATION Area X BWPM = Points Area X WPM Paints ;:, :. .:�..... .,:.r ':41647.O..w,'^-0.28 ,.. .-a17.2N w��, �:.;'x t ...'.,;.�.:. ...::, .. • 1647:0:' 428 -617.2 Err WGauga® DCA Fond SMA-2001 Ert0T9Gat9MM0RES=1 FLRCSB Y3.30 09/16/2003 23:50 7722837229 NISAIR AIR CONDITION PAGE 04 FORM 600A 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , r PERMIT #: i BASE. A$,�BUILT Summer Base Polnits: 34121.5 Summer AS -Built Points: 30312.1 Total Summer X System — Cooling Total X Cap X Dud X System X Credit = Cooling Points Multiplier Points Component Ratio . Multiplier Multiplier Multiplier Points (DM x DSM x AHU) . " 30312.1 1.000 (1.D87x 1.160.X 1.10) 0,204 1.Om 11844.3 _ 34121.5 0.4286.. 1!4556.2 30312.1 1.0.0, 1.375 0.284 1..000 11844.3 EnnyGauge- DCA Farm 600A,2001 ffroMyrAugaWFIaRE$=1 FLRCSE v3.30 09/16/2003 23:50 7722837229 NISAIR AIR CDNDITION PAGE 03 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , r , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .19 18t7.0 25.78 8970.8 Srr4e,T14 N1N 2.0 1.0 54.0 $3.43 0M 1010.2 shgk, Tint SW 13.0 1.0 36.0 47,31 0.40 674.0 SGgIe, Tk SE 5.0 1.0 9.0 50.80 0.41 185.9 Slpgle, Tint SE 20 1.0 24.0 50.80 0,43 52Z2 Slagle, 77ntSE 7.0 1.0 84.0 50.90 0.41 1$22.2 Shp, Tint SE 7.0 1.0 40.0 50,80 0.41 8M.4 . As;6pIII Total: 227A 4641,0 WALL TYPES Area X BSPM, = Points Type R-Value Area X SPM = Points. . . t Adjacent 1026.0 0,76' 714.0 OOpW . ini lr1 u6 Ex6ft 4.2 630.0 1.16 730.8 Exterior - 630.0. 1.90 1107.0 Conc/81e, It t Nisei, Adjacent 4,2 950.0 0.64 544.0 Woad, AdJaCent 11.0 170,0 0.70 119.0 Base Total;,. 1660.0 " .; •A911A As-t3 itTMEd-„'; -' 1660.0, 1393.9. DOOR TYPES Area X BSP.M =Points Type , Area X SPM = Points `:... Ad} =d 20.6 1 80 32.0 F.rderior l lsulated. ,,, _.. . 20.0 4,80 90.0 Exketff 20.0 4.60, 66.0 AdJ000i+tirid a6d 20.0 1.60 32.0 Base Total: ..40.0 , 129.0_ Ab Built T�01;. 40.0 129.0 CEILING.TY fES -A ea X BSPM Points Type "„ R Value ` 'Area X SPM X SCM = Points UnderAtOc 1093.0 213. 23281 UderAtOo 19.0 1093.0 2.32X1.00 3062,3 Base Total: 1699.0 2328.1 ,As-Suill Total: 1093.0 3002A FLOOR TYPES Area, X BSPM= Points Type R-Value Area X SPM = Points Slab 165,0(p) •31 e -5247.0 Slab-0n4rade Edge Insulation 0.0 15$,0(p -31,90 5263.5 Raised 010 .0100 0.0 _ Base Total: .52474. AS-aullt Total: 165.0 4293.5 INFILTRATION Area X BSPM = Points Area X SPM = Points ... �s�18470 • =r..14:31 .. ;:26430.0 .. ::^s . n. .. .._... _,.. . ,1.... , ,.._ .. 1847,0 ..14.31 26430X EnergyGavge® DCA Form 600A-2001 EmW/Gauge®rF14RES'2001 FI.RCSB V3,s0 FORM 600A-2001 FOR Florida Department:o£;CornMtjnity; wafrs _ Residential Whole i3uMin g: Perr-#orrnanC0Vethod A Project Name: THE TOWNHOME MOD, D2 Builder KOLTER Address: Permitting Office; City, State: Permit Number. Owner KOLTER SIGNATURE HOMES, INC. Jurisdiction Number. Climate Zone: Central 1. New onnshvottou or eadsdng Now .:12. Conling systFms:. . 2. Single family " mul8-fhmily Molli-1amllY — a. Central unit ... Cep:36.0lcHtulhr 3. Number ofunh% if multi-fbmily ' 8 _ 4. NumbarafBWinoms _ 3 b. N/A - SSEEt:i12.00 _• 5. , is this a warm case? _ vu; — 6. Conditioned0twama(fe) 184711- a N/A' - 7. Glass Urn a typo Binglo pane Double Pane — —_ a Clear glass, defaultU-factor 0.0 ffi 0.0 fe — Is. Hoadng sysMma b. Defuulttint 227.0 tF 0.01t' _ a. Ehsuia Met Pump Cap; 36.0 k&u/hr a Labeled U or MOC 0.0 f3' 0.0 AM _ 11spF: 7.50 8. Flaortypcs b.N/A — a slabon-0rado Rdgo rnsulatioo _ Rro.0, 165.0(p) ft - b. WA — a. N/A a N/A _ — 9. Wall types — . 14. Hot wafer ayelmna — a. Con=M rntl=4 Evcrior R42, 630.0 fla — a Electricc Resismnw Cap: 40.0 gelbna b. Conon tq rntlnaal Adjeamt R-4.% 850.0 fiG _ _ EF: 0.94 e. Frame. Wood, Adjaoem R-11.0.170.0 fla — b. N/A - d. N/A — a. N/A . a. Cunneryation cm4fts — 10. oilangtypm _ .;' (HR-Reafeoowery,Soiar — a. UndwAtdo R-19.0,1093.0 ffi _ DiR-Dedicated heat pump) b. N1A " 15. HVAC matits e. WA _ :(CF-Coll!ngfaa,,CV.Ctorsventibition, — 11. Duou _ BF -Whale fiouem fan o. Sup. Una. Rct: Una. AH; Atda Sup. R'4.0. 150,0 ft _ PT-Pmgmmiimble Thmmosmt, b. N/A W-C-MuHmne Cooling, M7 N-Multipgna beating) Glass/Floor Area: 0.12 Total:as-builtpointA 25.157 Totalbase paints: 2544 I hereby Vertify that the plans and speciffcationst�vered, by this calculation are in compliance with the Florida` Energy Code. PREPARE DATE: I hereby certify that this bull i , as designed, is in compliance with the Florida e, OWNER/AGENT: DATE - PASS BUILDING OFFICIAL: DATE- `FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT* 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area:.5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windowsrdoors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous Infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous Infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 608.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps In gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is installed that Is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 10 clearance & 3" from Insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqls 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters complywith NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements In Table 6-12. Switch or clearly marked circuit - -_ breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool. heaters must have a minimum thermal efficlencV of 7896. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and Installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se rate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common calling & floors R-11. fi0RW600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 40.0 0.94 3 1.00 2400.34 1.00 7201.0 As-Bullt Total: 7201.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 14556 3197 7692 26445 11863 5705 7201 24769 PASS FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT* BASE AS -BUILT Winter Base Points: 5096.1 Winter As -Built Points: 9032.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 9032.5 1.000 (1.078 x 1.160 x 1.11) 0.455 1.000 5705.4 5096.1 0.6274 - 3196.7 9032.5 1.00 1.388 0.465 1.000 5705.4 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 1847.0 6.86 1948.2 Single, Tint - NW 2.0 1.0 60.0 12.51 0.99 742.7 Single, Tint SW 13.0 1.0 40.0 9.88 1.57 622.0 Single, Tint SE 5.0 1.0 10.0 9.12 1.94 176.8 Single, Tint SE 2.0 1.0 30.0 9.12 1.82 499.2 Single, Tint SE 7.0 1.0 64.0 9.12 1.94 1131.5 Single, Tint SE 7.0 1.0 40.8 9.12 1.94 721.3 As -Built Total: 244.8 3893.6 WALL TYPES Area,X BWPM = Points Type R-Value Area X WPM = Points Adjacent 1020.0 1.80 - 1836.0 Concrete, Int Insul, Exterior 4.2 630.0 3.26 2053.8 Exterior 630.0 2.00 1260.0 Concrete, Int Insul, Adjacent 4.2 550.0 2.06 1751.0 Frame, Wood, Adjacent 11.0 170.0 1.80 306.0 Base Total: 1660.0 3096.0 As43alft Total: 1660.0 4110.8 DOQR.TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent -20.0 4.00 80.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 20.0 4.00 80.0 Base Total: 40.0 182.0 As -Built Total: 40.0 182.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1093.0 0.64 699.5 Under Attic 19.0 1093.0 0.87 X 1.00 950.9 Base Total: 1093.0 699.6 As -Built Total: 1093.0 960.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 165.0(p) -1.9 313.5 Slab -On -Grade Edge Insulation 0.0 165.0(p 2.50 412.5 Raised 0.0 0.00 0.0 Base Total: -313.5 As -Built Total: 165.0 412.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1847.0 -0.25 -517.2 1847.0 -0.28 -517.2 fORM'600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT Summer Base Points: 34121.5 Summer As -Built Points: 30358.9 Total Summer X System = Cooling Total 'X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 30358.9 1.000 (1.087 x 1.150 x 1.10) 0.284 1.000 11862.6 34121.5 0.4266 14556.2 1 30358.9 1.00 1.375 0.284 1.000 11862.E `FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1847.0 26.78 8670.E Single, Tint NW 2.0 1.0 60.0 31.34 0.56 1052.1 Single, Tint SW 13.0 1.0 40.0 44.31 0.40 701.3 Single, Tint SE 5.0 1.0 10.0 47.60 0.41 193.6 Single, Tint SE 2.0 1.0 30.0 47.60 0.43 611.7 Single, Tint SE 7.0 1.0 64.0 47.60 0.41 1239.1 Single, Tint SE 7.0 1.0 40.8 47.60 0.41 789.9 As -Built Total: 244.8 4687.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 1020.0 0.70 714.0 Concrete, Int Insul, Exterior 4.2 630.0 1.16 730.8 Exterior 630.0 1.90 1197.0 Concrete, Int Insul, Adjacent 4.2 850.0 0.64 544.0 Frame, Wood, Adjacent 11.0 170.0 0.70 119.0 Base Total: 1660.0 1911.0 As46uilt Total: 1660.0 1393.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 2010 1.60 32.0 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.00 96.0 Adjacent Insulated 20.0 1.60 32.0 Base Total: �'.40.0 128.0 As, -Built Total: 40.0 126.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1093.0 2.13 2328.1 Under Attic 19.0 1093.0 2.82X 1.00 3082.3 Base Total: 1093.0 2328.1 As -Built Total: 1093.0 3082.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 165.0(p) -31.8 5247.0 Slab -On -Grade Edge Insulation 0.0 165.0(p -31.90 5263.5 Raised 0.0 0.00 0.0 Base Total: .6247.0 As -Built Total: 166.0 5263.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1847.0 14.31 26430.6 1847.0 14.31 26430.6 FORM'600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: THE TOWNHOME MOD. D2 Builder. KOLTER Address: Permitting Office: City, State: Permit Number. Owner: KOLTER SIGNATURE HOMES, INC. Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (R') 1847 ft' c. N/A _ 7. Glass area & type a. Clear - single pane 0.0 R2 _ . 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tintlother SHGC - single pane 244.8 ft2 _ HSPF: 7.50 _ d. Tint/other SHGC - double pace 0.0 ft2 b. N/A 8. Floor types _ a. Slab-On-Gmde Edge Insulation R=0.0, 165.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 40.0 gallons a. Concrete, Int lnsul, Exterior R-42, 630.0 ft' _ EF: 0.94 b. Concrete, Int Insul, Adjacent R=4.2, 850.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=I1.0, 170.0 ft' _ _ d. N/A _.. c. Conservation. credits'- e. N/A - .. _ (HR-Heat recovery, Soler 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic ' R=19.0, 1093.0112 _ 15. HVAC credits - b. N/A _ (CF-Ceiling fan, CV -Cross ventilation,c.,N/A .. HF-Wholehousefan, •Ll.;,[Ducts;=t PT -Programmable Thermostat, a ySup:'Unc> Rot: Una -AH: Attic r -. Sup. R=6.0, 150.0 ft _ M&C-Multizone cooling, s b; 'N/A MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 24769 PASS Total base points: 25445 1 hereby certify that the plans and specifications covered by this calctilation are in compliance with the Florida Energy Code. PREPARED BY: 'z_ DS6- DATE: 6 -,Z. z 003 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code., OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the on Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: ,: r.w owmmg� =7 mp C o N O� ,:Qn M O =O' m N N C_ � v N ID T O CD `G N 06 CD o m p c P x co m W M V 0 0 A W N� ,5 K r'O CO al0 CL CL 2 c m ;33� CL 3 CL # z co3 ID �'' 5 ' v � � � � N � W N M 41 V 0 0 0 0 0 A W W N O O A 0 +W 4%W � 0s -40 M00o W -40 N 0 0 0 0 0 N A A N 1 V - W m-*m"-+fJt w W � W j L�L N -L LNL LNL 1s �AN W 00(NOTAN W M 0. W� 0 J 0 NWNul0 A Oo IU 0- 0 A? 0 0 0� 0 0 V 0 N N(o(o ON CD (0 oA N N � � N A A 0 0 0 0 0 A N 4 -+W N00O W O 0(O W 00 W N0(o A WOV(oWON-+ (o (O W A001�(0 AWOV(oWON--� Detailed Room Loads - Room 9 - Mstr BdrmlBth (Peak Method) Room Length: 32.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: I Ceiling Height: 10.0 ft. Supply Air Changes: 3.9 AC/hr Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout/jrVekxcirly: 610 ft./min. Percent nfSupply: O % Design Loss: 0.100 in.wgJ1ODft. Actual Winter |nfi|.: 50 CFM Actual Loss: O3O6in.vvg.dOOft. Actual Summer |nfi|.: 28CFM 8-VUe|l-14E-4-8c12.5 X1O 95 0152 4.6 433 0.8 O 79 VV40aU-14E-4-8o7X1O 30 0.152 4.6 137 24 O 72 S^G|e-1A-rb-omhgo-O.3510D%S 30 1.080 32.4 973 27.1 O 814 VV s4A'd+dmhgo'0.3510096S 40 1.080 32/4 1,298 27.2 O 1.086 UP-Fiuu|-18A'1932 X12 384 0D51 1.5 588 13 D 508 F .a ' �fita:Saibxatsilt3*retopthenf.inc :mac CtestilaatialBfLigf�t�mmercfaiHtlACt^aac�' ti ; :'; ?:3"Mi' OrrMii�1y���C1L , :H 3, Y.Cu :'3� ... t�.v. �'f'. .� bt LK S G S :IGY YI ri"�. li: b j 1`3 it is j ���u9! s; i y� iy u :alWtIIl..rS� RIBI .::1.'.�S'.�u :f.. :),.. ,:.01 Detailed Room Loads - Room 8 - Loft (Peak Method) ..3.... ....... ...,�. ...... 42H4"\J\N ..Q. . . Calculation Mode: Htg. & clg. Occurrences: 1 'Room Length: 14.0 ft. System Number: 1 Room Width: 11.0 ft. Zone Number: 1 Area: 154.0 sq.ft. Supply Air: 39 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 1.6 AC/hr Volume: 1,448.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 39 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 448 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 13 CFM Actual Loss: 0.227 in.wg./100 ft. Actual Summer Infil.: 7 CFM w:C:'!: .'!�<., v,:°Aii'V \ii! .. c:G: :G:_ ......!'':»v ::3.':, 'HnJ S� � �'�u>?: 66(� k;.......btc<„�., :... `T;>T:`:. ym..c.: .:'<;>i.6.:.N.:4""3, yyyy \:"0:>:!' k>2L?: i;:.. b.�r�1+�:;: ..kdY�..<o.33C ...ik.: .iiTs`I::i,. .:.{YP.:.'q:(`:,� .A..> .:.. .. ..... .. :.'..fii>:< `?1i:S2. T ..:..%pn:. ' S\.cS a•y;.§K. �`b:3b:C�in:. k' `. '. <s:b"+> y ..o... �3:.`lt :. "' b+,<»...c. N:..:. � ' <..3:.<.., <!:.... .ar,. frrv!i:a,.. aS�;�l�1s<a' ....>>:hl�`�I.G.i....�i.:,.iRa ...'ts::i�., W -Wall-I4E-4-8c 14 X 9.4 131.6 0.152 4.6 600 2.4 0 316 UP-Roof-18A-19 14 X 11 154 0.051 1.5 236 1.3 0 204 Floor-2013-19 11 X 14 154 0.050 1.5 231 0.5 0 77 Subtotals for Structure: 1,067 0 597 Infil.: Win.: 12.7, Sum.: 7.2 132 3.176 418 0.904 301 119 Ductwork: 0.200 297 0.200 118 143 Room Totals: 1,782 419 859 #ftsuac tteldaftial&f9f!Ca�ineraia[:.k11IA'LaaiG:H::,'is`:::>,.:_:°';;:<s:< -; ;.;;.':;,' £GtsSaftixai diazmTrrpiifrl:: ?rrreiKzzdBeruiee ine s F $ Y / 3j Th4'Toireyat13: Detailed Room Loads - Room 7 - Office/Den (Peak Method) .,:.a.kag[<.. \<:.:::+ ....:.. ..........\..:;: cc.:.>a�':k::<.:,>.k>:.>,y>.�::;ey::m;?•e.;::coe <..'<;.a[Z¢:x!C �wj:`:o.! '"irk: Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 11.0 ft. Zone Number: 1 Area: 143.0 sq.ft. Supply Air: 103 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 4.6 AC/hr Volume: 1,344.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 103 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 526 ftJmin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 22 CFM Actual Loss: 0.177 in.wg./100 ft. Actual Summer Infil.: 12 CFM � a'3`:3:6a./;kj<.;. ....♦ zt .. :o-x. �,. \. .., '„..`:;:ke,: .,; <...: .........::.>::<:. .:j..:<:.o:<j.:..:j4>:::.: ".. xs,:<.: «.:jxx:<>� '[......>:..>...:«<.,.,' �y Nux[.»,;.\.\:'h: �tt' .dv: ...k. C< ...��..3Y:v..<.�.: ai..,:,.... <,.::. w`y . f >�Nxr <.!P: :.+:r.;J <).49;yti•:j. �. .>�, 6'.`'......... .J>J ,'U'.b".:4.. n;gr0%C' 0. N.J...K CnPtF.CF. ,.C..,.:.:::> ..J Ci:C< , �:.• •••: ••••,'••<..k$\ `<.J..: 3R:a<[< '4i� 'GD`.. \• n.:k". ��aaryf r.1. �� f.'4i <3 Y>.T:S';,... Y:n:.<�ti�dii. .:;.Yr.. .w.n.. R�#AA'1.J•.R\:'Y..x.. ..f x :it:iY';ae . W -Wall-14E-4-8c 11 X 9.4 103.4 0.152 4.6 472 .,..�:.0 ,e.3[:!k:?iR.P�I:Ti:2�piY:�ti�' 2.4 0 248 S -Wall-14E-4-8c 13 X 9.4 81.4 0.152 4.6 371 0.8 0 68 S-GIs-1A-rb-d:shgc-0.35100%S 40.8 1.080 32.4 1,322 27.2 0 1,108 (2) UP-Roof-18A-19 13 X 11 143 0.051 1.5 219 1,3 0 190 Floor-20P-19 11 X 13 143 0.050 1.5 215 0.5 0 72 Subtotals for Structure: 2,599 0 1,686 Infih,Win.: 21.7, Sum.:12.4 226 3.174 716 0.909 515 205 Ductwork: 0.200 663 0.200 118 378 ,Room``fotals: ': 3,978 633 2,269 ii8st[��f�v@,vvGt--ldt-�:�.�g�I�i+Anllfl&i�'fd�,%�/:l�i � atiS� 7d n.<'3` z'$ ry - Ki. < �tite'8onviaretsyapYeyrpopment+,�l�M{s� (iitXaG Detailed Room Loads - Room 6 - Bdrm #2/Bth/Hall (Peak Method) N4.<.:,..:.:: p ...:i...Ae:>\: Ni n i R, ..., .�.: w3.:.A.by.. .n.N..:... :.....:. .. N::< ... .. +.:: �r+<:: `•<<Y@°,... :::K...:... .. .: ::.. <ii3N... ... S. : .:Q�ariPit�f �t,. :, Y. .ttb:.<:.... ., v;, fR�xb.`o:<�:.. 3.c.. F.. ..y. N�..>:v:. �o.>N:QY:>�,`.... r.i.<... . ....._.. ....... ....:... .> n... ...>b.:..... .u.<v .':..:.a.. ... ..W .. ..N ..:.. .. ,b>:..::..::.:::: Fa.: _F:3:: Calculation Mode: Htg. & clg. Occurrences. .:::vb$yyi:a:h:•::o' 1 Room Length: 21.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 273.0 sq.ft. Supply Air: 174 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 4.1 AC/hr Volume: 2,566.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 636 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 32 CFM Actual Loss: 0.333 in.wg./100 ft. Actual Summer Infil.: 18 CFM -!amJ; '';E3>.,N '�i�Q : \>:b>; .uh IN .' ss::;` :.`k...::.....:...'S...b.4a.<s.6.,,�F..:.. ,...<a,:>::,.,,c�Q .::. ... ..... >Y. .::.... t. .. ..... ....LI.�:Qb:<.ad..c... `)�iab.... ...<:S't Qa.. }� '� i:�i„,. •3;.Q.n: `r:c<> ,F; ,Q�`.�>;e.3e ,. :�.., A3:. � �:E>.5......:.Y:S.,E:...u.. Q...:. .u$.:. ...$a'.v .f:. W -Wall-I4E-4-8c 21 X 9.4 197.4 0.152 4.6 900 2.4 0 474 N -W611-14E-4-8c 14 X 9.4 111.6 0.152 4.6 509 1.4 0 154 N -GIs-IA-rb-o shgc-0.35 100%S 20 1.080 32.4 648 27.2 0 543 UP-Roof-1 8A-1 9 21 X 13 273 0.051 1.5 418 1.3 0 362 Floor-20P-1 9 13 X 21 273 0.050 1.5 410 0.5 0 137 Subtotals for Structure: 2,885 0 1,670 Infil.: Win.: 31.7, Sum.: 18.1 329 3.176 1,045 0.909 752 299 Ductwork: 0.200 786 0.200 118 636 People: 200 lat/per, 230 sen/per: 2 400 460 ,Equipment: 750 -750 Room Totals: 4,716 2,020 .__ 3,815 Detailed Room Loads - Room 5 - Bdrm #3 (Peak Method) -71 C;alculatlon Mode: Htg. & clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 182.0 sq.ft. Supply Air: 98 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 3.4 AC/hr Volume: 1,711.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 98 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 501 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 23 CFM Actual Loss: 0.161 in.wg./100 ft. Actual Summer Infil.: 13 CFM N -Wall-14E-4-8c 12 X 9.4 92.8 0.152 4.6 423 1.4 0 128 N -GIs-1 A-rb-o shgc-0.35 100%S 20 1.080 32.4 648 27.2 0 543 UP-Roof-18A-19 14 X 13 182 0.051 1.5 278 1.3 0 241 Floor-2013-19 13 X 14 182 0.050 1.5 273 0.5 0 91 Subtotals for Structure: 2,179 0 1,129 Infil.: Win.: 22.6, Sum.: 12.9 235 3.174 746 0.906 537 213 Ductwork: 0.200 585 0.200 118 360 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 3,510 1,055 2,162 1•ftnraa tteslderrtiol&11g6t4A�nercia�ElTfACfoads f E9t�SafEvraiel7avefaFhRein.lna. I"?'ersopalhed;�ernce 1n�5 • y . > F - � >� 3` � ' �n. � '1'he Tnrre'/ Mot€�'E , ` ,< Detailed Room Loads - Room 4 - Din/Liv (Peak Method) PN\.\ ...n.....: na.:..c.....\. S`Y,'. $ ..:L. ..n ae.aa..::.a...:.S.a.T.a..oaa ..:a C: a;o:::'.>;L>.: .ii)�i£ �••ii�f�!k:::j Calculation Mode: Htg. & clg. Occurrences: 1 'Room Length: 24.0 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 360.0 sq.ft. Supply Air: 235 CFM Ceiling Height: 21.0 ft. Supply Air Changes: 1.9 AC/hr Volume: 7,560.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 118 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 599 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wgJ100 ft. Actual Winter Infil.: 75 CFM Actual Loss: 0.229 in.wgJ100 ft. Actual Summer Infil.: 43 CFM ,. a ::.C..aE .. .A✓.. <,C... aa<. ....,. a.e[. :... ,.v".4. ..?e>:;>.� n::1.;no ;xML.. N?`a 3.:. u: !' n>..:£>. ......:... .ah �} Jea::::. TyM1'A. �jj .. ...k3[•::�.rv?.:.»x..... .? .. ..>.. .< .. .. ... .. ......a:..b:: :. ... ...:..:.. ,.. ,....a...LxL:... .o ,......., a:L .........:.. :a......a. . .. .. .>::.n::aai . ° ... ..o:.:....n..tpi'' E:i!>':>'. o[!Rn W -Wall-14E-4-8c 24 X 21 504 0.152 4.6 2,298 2.4 0 1,210 S -Wall-14E-4-8c 13 X 21 209 0.152 4.6 953 0.8 0 175 S -GIs-1A-rb-d shgc-0.35 100%S 64 1.080 32.4 2,074 27.2 0 1,738 (2) UP-Roof-I8A-19 24 X 15 360 0.051 1.5 551 1.3 0 477 Floor-22A-pm 37 ft..Per. 37 1.180 35.4 1,310 0.0 0 0 Subtotals for Structure: 7,186 0 3,600 Infil.: Win.: 74.8, Sum.: 42.8 777 3.176 2,468 0.907 1,775 705 Ductwork: 0.200 1,931 0.200 118 861 Room Totals: 11,585 1,893 5,166 �/in3i .M..M .=yi/�>'wr�. ... .,Il3��n9>mo�s� 'R' y r�rry3ar)�uli��.yroi��re�n,lYt{l, �;ciryl� Detailed Room Loads - Room 3 - Kit/Brk (Peak Method) T.. �.. :. .C>. \..v i.....C..F.. .....>:�..>.. i. a ..Y... .<.. :�Qi etal>a.:>".><.;Z�,.vv. .. „v.�. �sA..\..`�?m\::.>.a\`>.,2:h...Jv.>.�:YCF...\..rcR.;a Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 20.0 ft. System Number. 1 Room Width: 10.0 ft. Zone Number: 1 Area: 200.0 sq.ft. Supply Air: 181 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.8 AC/hr Volume: 1,600.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 91 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 461 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 29 CFM Actual Loss: 0.137 in.wg./100 ft. Actual Summer Infil.: 17 CFM »:.:. . m<w.::>.<:. a<:.: :',"J;.<.o&'CY3 `i ., .,;tt.x: c.4:> `. G... L.k:<:» :e>:J>:.».: <>.J.:?F.. .q..;kt'i>:;vvvg:L;;. 'fi...>,k ..x ti.:i L ...i.... '.�..0 �i1.o.'k. �,�y .>5..... .F.ev>�n. > � ... ¢.<> ' <,:.Lx:x� `> �tiL • v>..:..., :. .,:»..><:i>:axJ.o.,>>;.tt� ..y ..L.B..,...ko'.:�<;.?.. `.: z..... ,•;.:.> e : , 01 N -Wall-14E-4-8c 10 X 8 60 0.152 4.6 274 1`.4 } 0 83 E -Wall-14E-4-8c 7 X 8 46 0.152 4.6 210 1.0 0 48 W -Wall-14E-4-8c 21 X 8 168 0.152 4.6 766 2.4 0 403 N -GIs-1A-rb-o shge-0.35 100%S 20 1.080 32.4 648 27.2 0 543 E -GIs-IA-rb-o shgc-0.35 62%S 10 1.080 32.4 324 49.8 0 498 UP-Roof-I8A-19 20 X 10 200 0.051 1.5 306 1.3 0 265 Floor-22A-pm 38 ft..Per. 38 1.180 35.4 1,345 0.0 0 0 Subtotals for Structure: 3,873 0 1,840 Infil.: Win.: 29.3, Sum.: 16.7 304 3.174 965 0.908 694 276 Ductwork: 0.200 968 0.200 118 663 Equipment: 1,200 1,200 Room Totals: 5,806 2,012 3,979 fyyX��iY51C.e....,Yttriytee,f;(lea}�e..- t7e a �iar�.1.�gnr�om�inercfa�C�ljr:A�l,�ads�Gte5a11tii*ar6 x :� 'n, £f a• L ,{..nileln.E/�4_i3na� y kY H )`i�. $ > $Y C f 3 a, p.'Yil fi IVIY[L W: T'::,�11W�G'J t3G1 Itiin` fSi3 L Ki S, '/:+FL+'R' �` •' - "`i »s yy, may, L \`K> G f Detailed Room Loads - Room 2 - Land/Strs (Peak Method) g :M , .�irt.. ...5,.. ..b.`C .. ro... ;�:::.,a`.. �E»:.;,:;.:>..,\c:.v'�,r...r...:,., �\��,e .. 3:.. .:. •.,i:x �: ,,: Ana .:§:c:... y; i'\.�., 63$ mom :. i. .:_, .,., .....da. ., . Calculation Mode: Mg. & clg. Occurrences: .':n»9:`.;. 1 'Room Length: 12.0 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: 1 Area: 84.0 sq.ft. Supply Air: 21 CFM Ceiling Height: 20.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 1,680.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 21 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 240 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 13 CFM Actual Loss: 0.067 in.wg./100 ft. Actual Summer Infil.: 8 CFM ".S>v:.i.':J[ ..R:>Ph2;.>`i¢:. h.,.o..c.... iC . :..:b.. .>.Db'!5:: d i°:!� RJ `K: L \o\ `:>({,.'�¢T<:Z` ..>..,.„ ,..>:.:!#:'P" .: r£,...,b :. xb'k;.> s� .•,4o,.;a\. n. O' +:e¢x..,Y <: :, v"J.>`�': ]!� '.:Ma:, .�.L>:..,, b ..: C. �R .k.ay.b. e.::L' ',SL ..F'�4:$��.AI �[j i.a::,`:>i;<�pp:a.:: <..`Ai?<1:a.'. <a:L:a':L:. ,•M:•:':$:i' qu x-A pC.Yba,� ;•P:.>.. �i`. .:.<„ ..p7.>.:` .., k..., F....oY.kix[•�.%:'� ,:¢:$:' M. �:., ':a '.>.< . ...i. \.. i•§::: .)OL 1. +i'?rd�>:n.4u;be. o: R,;<..,. 3::. ,Q. o:o.$`.„ .:.d:�.�9«`..:.o'i .;;�`:.. se>. .:.➢...R.i:}. ci\.e :.a�Y"i. .. �'.d:. ,. .¢..Y;¢boaa.,.. 't"b'`. '.:i!•:d:. '.a,. ,ek.... :Yo <>§.. ».... E -Wall-14E-4-8c 7 X 20 140 0.152 4.6 638 1.0 0 145 UP-Roof-18A-19 12 X 7 84 0.051 1.5 129 1.3 0 111 Floor-22A-pm 7 ft..Per. 7 1.180 35.4 248 0.0 0 0 Subtotals for Structure: 1,015 0 256 Infil.: Win.: 13.5, Sum.: 7.7 140 3.179 445 0.907 320 127 Ductwork: 0.200 292 0.200 118 77 Room Totals: 1,752 438 460 diar.W. en 1-fit, .......... . ....... . .... E .'zg ffi 'n� i.,g-% p-g I -Detailed Room Loads - Room I - Hall (Peak Method) UN RRIN 0 M IfflF, E IN Calculation Mode: Htg. & c1g. Occurrences: *Room Length: 13.0 ft. System Number: Room Width: 5.0 ft. Zone Number: Area: 65.0 sq.ft. SupplyAjr: 19 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.2 AC/hr Volume� 520.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 19 CFM Percent of Supply.: 0 % Runo6t Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 221 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./l 00 ft, Actual Winter Infil.: 4 CFM Actual Loss: 0.057 in.wg./l 00 ft. Actual Summer Infil.: 2 CFM R............. N 2111 M, 111 wl N-WalI-14E4-8c5X8 20 0.152 4.6 91 1.4 0 28 N -Door-I 1 D 2.5 X 8 20 0.390 11.7 234 10.1 0 203 UP -Roof -I BA-1 9 13 X 5 65 0.051 1.5 99 1.3 0 86 Floor-22A-pm 5 ft..Per. 5 1.180 35.4 177 0.0 0 0 Subtotals for Structure: 601 0 317 Infil.: Wn.: 3.9, Surn.: 2.2 40 3.175 127 0.900 91 36 Ductwork: 0.200 146 0.200 118 71 Room Totals: 874 209 424 System 1, Zone I Summary Loads (Peak Method) �w %IS U C.0, ... NIM, IN NMI W W. Palfir .10, TA-rb-o: Glazing -Single pane, operable window, reflective, 100 3,240 0 2,941 2,941 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage IA-rb-d: Glazing -Single pane, sliding glass door, 144.8 4,692 0 3,932 3,932 reflective, 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 0 203 203 14E-4-8c: Wall -two courses brick, brick on concrete or 8 2432.4 11,091 0 4,088 4,088 inches concrete, 8 inches of 140# concrete with R-4 board insulation .18A-19: Roof/Ceiling-Below roof joists, Dark or Bold -Color 1845 2,824 0 2,445 2,445 Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, RA 9 blanket or loose fill 22A-pm: Floor -Slab an grade, No edge insulation, no 139 4,921 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil 20P-1 9: Floor -Over open crawl space or garage, Passive, 752 1,129 0 377 377 R-I 9 blanket insulation, any cover Subtotals for structure: 28,131 0 13,986 13,986 People: 6 1,200 1,380 2,580 Equipment: 2,700 2,700 5,400 Ughting: 0 0 0 Ductwork: 7,340 1,062 4,103 5,165 Infiltration: Winter CFM: 260, Summer CFM: 148 8,566 6,162 2,447 8,609 System 1, Zone I Load Totals: 44,037 11,124 24,616 35,740 Supply CFM: 1,120 (3.0AC/hr) CFM Per Square ft.: 0.607 Square ft. of Room Area: 1,845 Square ft. Per Ton: 619 rg§991; INI Iffiv NNOWNE INNIHMN Total Heating Required: 44,037 Btuh 44.037 MBH Total Sensible Gain: 24,616 Btuh 69 % Total Latent Gain: 11,124 Btuh 31 % Total Cooling Required: 35,740 Btuh 2.98 Tons (Based On Sensible + Latent) NO, ME Calculations are 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 both sensible and latent loads. System I TorTey B Summary Loads (Peak Method) metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage 1A-rb-d: Glazing -Single pane, sliding glass door, 144.8 4,692 0 3,932 3,932 reflective, 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 0 203 203 14E-4-8c: Wall -two courses brick, brick on concrete or 8 2432.4 11,091 0 4,088 4,088 inches concrete, 8 inches of 140# concrete with R-4 board insulation 18A-19: Roof/Ceiling-Below roof joists, Dark or Bold -Color 1845 2,824 0 2,445 2,445 Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-1 9 blanket or loose fill 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 sail 20P-1 9: Floor -Over open crawl space or garage, Passive, 752 1,129 0 377 377 R-I 9 blanket insulation, any cover Subtotals for structure: 28,131 0 13,986 13,986 People: 6 1,200 1,380 2,580 Equipment: 2,700 2,700 5,400 Lighting: 0 0 0 Ductwork: 7,340 1,062 4,103 5,165 Infiltration: Winter CFM: 260, Summer CFM: 148 8,566 6,162 2,447 8,609 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System I Torrey B Load Totals: 44,037 11,124 24,616 35,740 Supply CFM: 1,120 (3.OAC/hr) CFM Per Square ft.: 0.607 Square ft. of Room Area: 1,845 Square ft. Per Ton: 619 PANNINNIM Total Heating Required With Outside Air: 44,037 Btuh 44.037 MBH Total Sensible Gain: 24,618 Btuh 69 % Total Latent Gain: 11,124 Btuh 31 % -Total Cooling Required With Outside Air: 35,740 Btuh 2.98 Tons (Based On Sensible + Latent) L;alculations are 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 both sensible and latent loads. . - .. . ........... 176tal Building Summary Loads 'IA-rb-o: Glazing -Single pane, operable window, reflective, 100 3,240 0 2,941 2,941 metal frame with break, ground reflectance = 0.32, outdoor insectscreen with 50% coverage, dark color drapes with loose weave with 25% coverage IA-rb-d: Glazing -Single pane, sliding glass door, 144.8 4,692 0 3,932 3,932 reflective, 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 0 203 203 14E-4-8c: Wall -two courses brick, brick on concrete or 8 2432.4 11,091 0 4,088 4,088 inches concrete, 8 inches of 140# concrete with R-4 board insulation 1 BA-1 9: Roof/Ceiling-Below roof joists, Dark or Bold -Color 1845 2,824 0 2,445 2,445 Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-1 9 blanket or loose fill 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 20P-1 9: Floor -Over open crawl space or garage, Passive, 752 1,129 0 377 377 R-I 9 blanket insulation, any cover Subtotals for structure: 28,131 0 13,986 13,986 People: 6 1,200 1,380 2,580 Equipment: 2,700 2,700 5,400 Lighting: 0 0 0 Ductwork: 7,340 1,062 4,103 5,165 infiltration: Winter CFM: 260, Summer CFM: 148 8,566 6,162 2,447 0,609 Ventilation: Winter CFM: 0, Summer CFIVI: 0 0 0 0 0 Total Building Load Totals: 44,037 11,124 24,616 35,740 pawfN MiNMR211=1101. II/ Total Building Supply CFM: 1,120 (3.0 AC/hr) CFM Per Square It.: 0.607 Square ft. of Room Area: 1,845 Square ft. Per Ton: 619 . . . . . . . . . . . Total Heating Required With Outside Air: 44,037 Btuh 44.037 MBH Total Sensible Gain: 24,616 Btuh 69 % Total Latent Gain: 11,124 Btuh 31 % Total Cooling Required With Outside Air: 35,740 Btuh 2.98 Tons (Based On Sensible + Latent) Calculations are 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 both sensible and latent loads. 74 T �a tp N T 91 0 r- 0 co ED 0 r- a: 0 Fm CL CL 0 M ED CL Cl) I (D Er ZA W��N�wm 00 W L" -P, -4 0 0 0 W 0 4� .p. p. w w " C� 0 -F6 m m K) w cn m 0 m -4 m K) N W 0 0 N 0 W CD 4� 0 t0) 0 0 00 a -N " � i w " m co � w C� N U, (D ca 0 CA w 1%) OD (D 414 co -4 0 w - -4 m (A w r) w w C3 w w 0 -4 N -4 2 co W (D co Cl) b. 4 00 CYI �4 CO " 00 CA) C3 4� -G) -9� W Lh 0 -4 0 -4 0 Cn M -4 00 0 6) OD 14 � � OD C3 Ul W r) OD 0) o CA 0) N V 24 (A) N 0 0 4� Ul �4 N " -4 w C� -4 co w co N — N) W (D (0 4� 00 Ul " � CO 0 4 l-, -, W 0 -4 (0 W OD N � N I 0 W.P6 00 Cil � � (D CD 4 Summer: 90 78 50 75 61.09 Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: O.1ODOin.vgJlOOft. O.1OOOin.vvgJ1OUft. Minimum \8e|oo4: 650ft}n)|n 460ft./nin Mo*jrnuunVo|nuity: QOOft/min 750ft./nin Minimum Height: Oin. Uin. MmdnlunnHeight: Oin. Din. Winter Summer Infiltration: 0J00AC/hr 0400/\[/hr Volume ofConditioned Space: X22209 Cu.ft. X_22269 Cu.ft. 15.588Cu.ft/hr 8/908Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 280OFM 148CFM Total Building Ventilation: UCFM UCFNY —System 1— |nfiKraUnn&Vmnti|aUonSansib|e<3ain[Nu8ip|iaC 16.49 = .1OXO.UBQX15.DDSummer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 41.50 =(].68}CO.SSSXO1.OSGrains Difference) Infiltration & Ventilation Sensible Loss Multiplier. 3287 =/1.1OXD.S8SX3O.DOWinter Temp. Difference) I Project Report I Project Title: Project Date: Client Name: Client Address: Client City: Client Phone: Company Name: Company Representative: CompanyAddress: Company City: Company Phone: The Torrey Mod D Monday, June 02, 2003 Kolter Signature Homes, Inc. 2160 Reserve Park Trace Port St. Lucie, FI 34986 772-468-4703 Nisair Air Conditioning Jose 1501 Decker Ave. - D404 Stuart, FI 34994 772-283-0904 Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. "Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevatiori Total Adj. Factoc' 1.000 Elevation HeAng Adj. Factor: 1.000 1�16)iati6mHeating Adj. Factor: 1.000 Outdoor Outdoor Indoor Dry Bulb Wet Bulb Rel.Hum Winter: 42 0 0 Summer: 90 78 50 I otal Building Supply CFM: 1,120 Square ft. of Room Area: 1,845 Indoor Grains Dry Bulb Difference 72 0 75 61 L;t-m i-ertiquare tt Square ft. Per Ton: 619 Total Sensible Gain: 24,616 Btuh 69 % Total Latent Gain: 11,124 Btuh* 31 % Total Cooling Required With Outside Air: 35,740 Btuh 2.98 Tons (Based On Sensible + Latent) L;alculauons are Dasea on UM eaftion or ACCA Manual J. IM computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. The Torrey Mod D2 HVAC Load Calculations for Kolter Signature Homes, Inc. 2160 Reserve Park Trace Port St. Lucie, F1 34986 Prepared By: Jose Nisair Air Conditioning 1501 Decker Ave. - D404 Stuart, 171 34994 772-283-0904 Tuesday, June 03, 2003 1. Now coutrunkm or exWng 2. Single ftily or multi-IlLruily 3. Number of unit& If multi-farully 4. Number of Bodmome 5. Is Us a vmr3t cm? 6. Condidmed floor am (ft') 7. GIs= am & type 2. Clem - aingle Pma b. CJw- double ppoo Q. TbWother SHM - single pane d. 71utleffier S14GC - double pane 8. Floortypes & Mtbon.C=& Mso TmwlWon b. NIA o. IVA 9. wall WO A. Conc* Iq Maul, Exiedor b. Cmarcte� liit Insul. AAIJRC=t 0. Fmrie, Wood, Adjacets: d. NIA 0. N/A 10. Ctilinai�ws a. UndcrMc b. NIA c. NIA 11. Ducts iL Sup:Ufto. RehUnc. AMAttic b. NIA New 12. Coolins swems� Mult,'GROY Cmwvnii 8 3 b. N/A Yes 18471P c, N/A SingloPano DDublePanc. 0.0 ff 0.0 f F. ryntumv 227.0 A2 O.OR2 a. FI.Wtdq HM; R�UMP 0.0 11M 0.0 ft. 7 b. NIA R-0-0,165,0(00: :.c.NIA 14. Hotmforsynbcerut. IL Electric Redstence P=4� 850A A- AWA R-1 1.0, 170.0 fF c. Conservation oredits (MI(catlevvycry, Solar DHFLD4wAgd hcot pump) -R=19A 1093.01 A2 M HVAC credits: (CFLCmling flul, CV-Crm ventilation, W-Whold house fW& Sup. R-6P-150.0 ft ?AZrMultb=a cooE4. Uf-Mulftna ha�ftg) I cerOfy that tbI3 homo has complied with the FIorI&M=gyEfflcfL X pw.. q.dd.FprIWdlng-.. -Comiftwdouthrough the Above onargy sWAn9&aWteiwhiCh-vill', In this home befom film] itispec�ti�M-qtlkmwise, anew BPL*DispIay.,Ca'rdwjHAii completed based on installed Code cmatdr�� BuilderSipatare: —LS - FZZI.16 (B-3 41) AddrassofNewliome:CARNO �LACX City/FL ZipJ>5)L FL 8,441,"u, � f CIO CaFK 36,0 1pbdhr SM42,00 Crip., 36.0 kBw&r I IfSPR 7.50 Cap. 40.0 011ons EF; 0.94 *AVOTE.- 7he home's estimated energy performance.%wre is only- availab le- throu e c j7Mgr= Ms IsAoj a ButIcYng FhergyRaffng, Ifpur score li,80,orsreafur. (�rndq * gh th FLAIRES omputer f6ra.',b&-EPA1DOEB7er8ySIJK designotion) your home may qua[Wfor energy egictency mortgage (Effldp a Florida Enew Gauge Rafing, COnfOcl the F-neW Oaage Bodine at 3211638-14PZor ses: theSnsii �"' !:Gq' Information amf a list of vertUled Paler& For btformation ab o;jda,5rMepgyE I cy Code Fo B Idl g ffcIen r U1 M Construction, Contact the Depwftenfqf(7ommunjVAffa&OM!@� ArsiofO fo. 14 D M 5, mob. b -dz LT -Ex Equipment Schedule SEr=RZZ HW�.7-6' MakeZ6WA)CYC Tons _9 Cond.Unit MocL#12-YP4636 AIH Unitmoc,2��-q/ Heater MocI.#-45CdZ-q-e9 Sensible Cooli gg 0 0 f q LateritCooFing //.,200 T- Totcd Cod BTLYs zz� -3 Zo D,3- s 4 Cf) n V 091-16/2003 23:17 FORM 1500A-2001 7722837229 NISAIR AIR CONDITION Tested -sealed ductsmust be certified, in this house. PAGE 10 S'0 MMIEWC ALCULATIONS ,Residential�Whole-',,Build!Oo�'10,�ii�f6rmance Method A - Details I 'ADDRESS;,.PORT 3T..LUCIrz, Fl-, PERMIT V. I -BASE AS.BUILT GLASSTYPES .16,,X Conditioned X SSPM Points Overhang Floor Ar6a Type/SC Omt Len Hgt Area X SPM X SOF Points .12 11892A 29.78' '7909.9 vnolla"flnntl - - N 13.0 1.0 12.0 24AG 0.01 179.4 SINK Tird N ZO 1.0 40.0 NAG 0.84 SM3 81 . nqI0.,nrd N 9.0 1.0 25.0 24.46 0.61 373.7 F"L- -,rmt E 13.0 1.0 34.0 5=7 0.38 WA simie Tint S 8.0 1.0 144.0 39.84 0.48 272B.5 SIMTs, Tint - s 13,0 1.0 40.8 39.84 0.45 772,5 single, Tint 3 2.0 1.0 30.0 39.84 0.50 592.6 As43WIt-TdWf-. 325.8 5923A WALL TYPES W=�Pblnts. ;T ype R-Value Area X SPM Points �707.0 0.70'� !:-494.9 42 1646.0 1.16 IM2 1645.0 1.90 42 566.0 0.64 362.2 1 F�_�AWad,Adia�� 11.0 141.0 0.70 98.7 Base T*W: 2=0 235" 2mg.1 DOOR TYPES A" BS?M Ppints�l �Typa Area X SPM Points Aciamt 17.0 -1,60 -,,27.2, EkW6rj 24.0 4.60 116,2 24.0 A,8() 1162 -�dj Irmul-a1w, 17.0 1.W 27.2 Base ToWl: 14M:.' As It TAU-' 41.0 142A �CE!LING[-T-YPES�Area:.X,-ASPM..--O'oirft�' �T -.R-Value Area X SPMXSCM= Points Under Aft 1000.0 -216 Alio� 19.0 1000.0 2.02 x 1.00 mov' Bast ToWl: _-; - ��,2130�1 �J"ufftTWW:_ 1000.0 2M.O. FLOOR -TYPES �Araa X�,BSPIVI ints' P0 �T, IR�P6 FkNdlue Area X SPM Points 14,ow- -:-;3_4�8 . dp�inwmw 0.0 114,0(p .31.90 -".a Raised W3.0 -3.43 -23427, 19.0 603.0 4.80 4229.4 B2ze TOW: '��-SWA -AmMuRITotah. 797A 41188.0 INFILTRATION �Ama _X�SSIRM Points; Area X SPM Points 16M.0 �14.311. 24M.7 16m.0 14,91 24M.7 HnergyeauaA DCA Porm UWA-2oui - -ErmtjGaL0Vi1FIaRE8'2Cb1 FLRCSB V3.30 09/16/2003 23:17 -7722837229 .1 .1.. - NISAIR-AIR CONDITION PAGE 09 Z-- -7-a pliance Ener - e M _,,!qyQd,0 -C J Muctsys*m Re noe F0 P Report pMjecf7RTMB: THE-TORREY MOE). C Builder KOLTER Address: Permitting Office: City,- State: PORT-ST. LUCIE, FL P I eTmIt Number Owner. KOLTER,SIGNAT.uRE FicimEs..-ING. Jurisdiction Number. Climate Zone: Central Line System I System 2 S ystem 13 —T—System. 1 System� F4 5 1 Total H Leakage for' aWfred'.d'u6t'sy`Stem'cred1It. Signature: PrinW N aMF FICVrida FAItettertificationA DATE: duct leakage of air to or from Outside." The test must be 1to-Includeallcomponents dr gardle,ss of location., Pressure ',systerns, include results of on line five above. The total r less than 0.05 to receive Code requires that rf f6sk.ftiee duct, Drm,w by a Class I N iaulI6,0eftlfied in.k�a fbund at 09/16/2003 23:17 7722837229 NISAIR A IR CONDITION PAGE 09 - � W � FORM 60OA-2001 --col-Checklist Residential Wh0W,,fBUHdi n- aince,-Methocl A- Details ADDRESS., PORT-ST. LUCIE, FL, PERMIT 0: LQT REWIREMENMRWEACRPRACME HECK &bWtcr —qqM_ WLI�A6C �J- 1--- — '— , Win".1rdwea - A-mAndowar - a - m-S C"A d .. _M was, ekjAOC.1�2.1 FX&W Ad)mmt WaUs orsm I betwe an: vAnddWdom a frames, surroundIng waM; foLundation iv,a 11wo,orbill jolfft &tmen adeflormll panels at comers: Lrdl)ty EXCE Fn I�re a co MhwL ts Inffiration barrier Is Installed W egande N ..fromim , w to to --,�&topplafp- Flom 608.IABC.1.2-2 PerrebElia'W" L'--d u'A- 64 ., 0 bacRed bybuss or)oInt mernbam- ;M(CKP710knF T-!!efio'ofsj0i6n1 , econumfouilrr*don baMerfs hstalledtf-A Is mealed C65W "rW WSAABCA23 calling plane of.tDp W around shafw� &MM, soft; to oc� RIr barrier-, gaps In gyp board & top plate; 'F'!XC I EPTIdN'.'Fra�mcWIIr wtmma a continumm Infiftam baffier. is is am" aftm oiiri� WMMBDM OF!1monis WMASC.1.2.4 ecessed R IMW i10M FDdLm 101itid�, li�o 1,ype� IC or non -IC raded, instalLed InsM a ran T 64 orTypeIC edwith-c20chfirom nod �ti" �m, M rriaromberimeW. AddMonal Inffftraflon 1 13C .1 3C ��;�dgm�6;.06nibuWM �q= hWem comp� NFPA, Ll ITIH ES 10TIVEMEM Pool& &,$pm 612,1 ids.. bon Systains 610.1 bLuk . . ...... . 604.1,6al EnMX-jUgew DCA Form 6DON.2DOI Er""urMaRMMI; FLROSS Yaw 64 Z SwIch or cle" rmrkBd circult a R911MLIM U MIA shell be nrectradcally cirm ofsectionolo. or CBS R-3 both akkm 09/16/2003 23:17 7722837229 NISAIR-AIR CONDITION FORM WoA-2ooi Tested -sealed ducts -must be certified in this house. PAGE 07 IWATER4",HE 1ING' Co DRECOMPLIANCE STATUS Retidential,Wh�'ole,"$.uilding��P�,i,at,�fdrz m6nce Method A - Details �DPRESS:, PORT ST. ILUCIE,171, PERMIT BASE AS -BUILT NuMber X Multiplier TWI Tank _JEF of X Tank X Multiplier X Credit Total BWroorns - volume .-becirooms Ratio Multiplier 3 2554.00 -7W2.0 40.0 0.94 3 1.00 2400.34 1.00 7201.0 7201.0 8 EnwgyGaugem DGA Fom 6MA-2DOI :1En6WG8W8WiaRESW01 FLRCSBvS.30 09/16/2003 23:17 77228W229 NISAIR AIR CONDITION PAGE 06 FORM BOOA-2001 Tested sealed ducts must be.cartified in this house. _1wV1N;TT'1tW POPULATIONS Residential Wh ole'rBuildin' orfdrmande Method A - Details '*DDREISS: 1PORT ST.;LUCIE, FL, PERMIT* Wifiter Base Points: 6343.'a - Total Winter X 6ystem Heating I Points Nultiplier - Points AS -BUILT �ruuilllt'poihts: 14943.7 -X cap X Duct X SysteM X Credit = Heating Ratio, Nultiplier Multiplier Multiplier Points (Dmkbr,mxAHu) 1.000-(1.078xj.000x1.1j) DA55 o'm 7730.3 'Cba . 1,197 0.455 0.950 7730.3 Fnemyc,www DCA Fa rm =A-20M FLRCS13v3.30 09/16/2003 23:17 7722837229 NISAIR AIR CONDITION PAGE 05 1 1 . � FORM 600A-2ool Tested seale,d ducts -must be certifled in this house. WINTER',"W07740- WIONS Residentialf�WhoJe.l'8Uild,'ing..Piet-fdrmi ance Method A - Details ADDRESS:, PORT ST. LUCIE, Ft, PERMIT 4P. -BASE AS -BUILT GW3,TYPES -18 Conditioned X 13WPM Points; - Overhang Floor Area 7ype/sc Ornt, Len Hg[ Area X WPM X WOF Point .08 A776.2 Sin4le;7int N 13.0 1.0 120 Ism om IRI 6 N ZO 1.0 40.0 15.38 0.09 W8.2 single; Tint N 9.0 1.0 25.0 15.38 oaa 378.3 single;Tint E 13.0 1.0 34.0 13.04 1.32 5134.9 Single, Tint S 6.0 1.0 144.0 10.88 229 r_1 Q. 8 aft]e, Tint S 13.0 1.0 40.6 10.88 229 1017.1 Single, TInk a 2.0 I'D 30.0 10.88 2.22 724.3 -A9-AUlXTcftI: 326.8 7M.2 WAL,L TYF?ES Areax -'-poi TYPF R-Value Area X WPM Points -:BWP3 707.0 AM6 , xkd or, 4-2 1645.0 3.28 5=.7 ExtLft IM10 3290.0- CancraK-jiA lni�lj Ado wrd 4,2 WSA 2.06 1188.0 jifiome;� ood Ado6ent, - 11.0 141.0 1.80 263.6 235M 2352.0 6782.0 DOOR TYPES Area �x ,pwp _f7._ p oints Type Area X WPM Points AdpCeid ja 0- We , flor - In - We L W 24.0 5.10 122.4 EAwfor 24,0 6.10 1224 'AdjobeffIrwAited 17.0 4.00 63.0 MaseTlAal: 41.0 48W �-AS41EkdRTcftI: 41.0 190.4 CEIL ,!NGZYPESArea X4WPM::PoIn1i_ --Type p R-Value Amu X WPM X wCM Points Under �ttjr 1006.0 0.64 19,0 1000.0 0,87 X 1.00 870,0 BaMYOUL i"Ok �ASBUHUTOWI: 11890.0 970.0 FLOOFUTYjPES -Area X F; Points �'7 7777� 7 T ype, - R-Value Area X WPM Points Slab 0.0 114.0(p Z50 285.0 -Ftah;ed M3.0 -0.2D RijsedW0*SWWj9, 19.0 683.0 0.30 2D4.9 Ban ToWl: 4i4l.2- M43�111 Tofth 797.0 4M.9 INFILTRAT11ON Ama X BWPM points Area X WPM Points '16U.0 om --4719, IN3.0 .025 -4712 ErRr9YGQVqeQ 00A Pon SM-Mol FMWG0U9eVFWRFS`2001. FLRCSS V3.30 09/1612003 23:17 7722837229 NISAIR AIR CONDITION PAGE 04 FORM GOOA-2001 Tested sealed ducts must be oartified in this house, SUMMER!i� ALCUl LATIONS C Residential: WbolataLilldini R160-fbirim ance Method A - Details g 'ADDRESS: , PORT S� L�CIE, FL, PERMIT fk BASE AS -BUILT GLASsi TY-P-ES .18."X Conditioned X 13SPFA Points Overhang Fl.00r Area TYP"C: -Omt Len Hgt Area X SPM X SOF points AN3.0 too-.077 s7m , 7 N' 13.0 1.0 120 24.46 0.61 179A aingie, Tint N 2.0 1.0 40.0 24.48 0.64 6X3 Single, Tint N 9.0 1.0 25.0 24.48 0.61 M.7 Sinst.- Tint E 13.0 1.0 34.0 SS.27 0.26 657.4 S 6.0 1.0 144.0 39.84 0.48 2726.5 _s 13.0 1,0 40A M54' 0.48 772.5 SkQlft� Tint . S 20 1,0 30.0 39.84 0.50 59Z6 Ae43Uik ToW: AMA WALL, TYPLES p Area,X-Ba M.,=,po ffts R-Value Area X SPM points 7U7.0 0 m I 42 1645.0 1.16 1W52 Extefti 1645.0 1.90 41;.w .,..5] 'culacrete;Ant"InSuLeAdjacent 42 566.0 0.84 352.2 Frarw,,Wood, Adjacent 11.0 141.0 0.70 98.7 "I - I 2.' 38204, '�"Aabukllr- 'h . - 2352.0 2m.1 ' DOOR TYPES -a- - -- -_ "- Area X 'Points I I - - - .' TTy p e Area X SPM points Adjacent Z410 4.80 115.2 EKleffor 24.0 4.8o .115.2 Aqa6enfinsumed 17.0 1.60 Z7.2 41.0 142.4 41.0 142A CEI'LING TYPES:.Ama_,X�158.. -Pointi_ e;-T Yw R�Value Area X SPM X SCM Points UndWAft 10 r oo.-C .0 19.0 100D.0 2.82 x i.00 2820.0 am Total: 1000.0 .213a.911- A 1000.0 2820.0 -FLOOR,TypES Are&-X.7aSPM---,Po ints,, 'T'YPB_ R -Value Area X SPM Points Slab 114.d(p)' j 11 7 � I �41' -316252 dgojOmlatfdn� 0.0 114.0(p -31M -=.e 'Ralsed 683.0 .-3.43 -2342.7 -I R_Waadmlcodi�ste , m wall 19.0 683.0 -1.80 -1229.4 ZM.D- AS4k'ffTotal- 797.0 -4008.0 INFILTRATioN Area,:X.S§PiM m 1ptlifits" Area X SPM Pol "lem.0 1, 14.31 1683.0 14.31 Ene*Cihqr.0 UCA Form WoA_w61 EmMYGK.WWRMRZS`Z001 FLRCSUY3.30 09/16/2003 23:17 7722837229 NISAIR-AIR CONDITION PAGE 01 q/1 7/Dw% AWN SCANNED BY St Lucie Counti t Do 7W.Sp PA&C 00 V.V,rr -FORWHOGA-2001 Tested.sealed:.d.uPISn ustbemertiffeddn-A FLORIDNEWERW "V71'' R"U'l-CMD, FOR ILDING..... Bu , -1 G, Florida Department ofComm-.uriity,�Affalrs Residential Whole- Building:Performance Method A Prx)ject Name: THE TORREY MOD, 0 Address; CRY, State: PORT ST. LUCIE, K 0%"er KOLTER SIGNATURE HOMES. INC. Climate Zone: central ilder PenriftUng Office: Permit Number. Jurisdiction Number KOLTER 1. Nm cmnatr=tion or odsdng Now 12. Cooling rystaw - 2. Single family or niulti-family multi-finffly Central Unit Cap: 36.0 kBbdhr 3. N=ber of unih6 Imulti-fimily a SEEM-112.00 4. Numbcr of Bed�a 3 b. NIA 5. l"thiflaworacase? Yes 6. Conditioned floor aren (ir) 1683 W c. NIA '7. CAaxg arms & rAx SinglePane DoubloPasc a. Clow glass. dvfiLultlJm&ctor 0.0 w 0.0 w 13. Hwtiug-v-qh-D b. Default tict 325.8ft- 0.0 fv 9. ElcotdogentPwnp CRp; 36.0 kBhVhr c. LRbcicd U or SHOC 0.0 fia 0.0 JJ2 IiSPF. 7,50 a. Floor bw b. IVA & SW�On-Gmda Edge fawlsdion R-0.0, 114.0(p) ft b. Raisod Wood, gtcm WbIl jig a. N/A a* � NIA 9. wallrym 14. Hot antm q-tods ExtMor R�4� 1645.0 W Ecado Resistance Cap; 40.0 gallona concratok latlasul. Adjaoftd R-40.566.0 W E F, 0.94 0. FmnC6 V�od, Adjacent R-11-D, 141.0 Vt b. WA d. N/A m N/A c. Conawallon credits 10. Ceiling" am-Rcat fcoovem sda a- UnderAttio R-19.0. 1000,0 W b. NIA 15. HVAC credits FT, a. NIA (CF4A-ft am Cv-CM" veraftim 1J. l)ncb9.e:*Ffae) 1IF-Whole house fan, F. Sup: Una, Ret Una. Ali- Attio Sup. R-6.0, MO ft FT-Piograrampblo 71ft=wt4 b. WIA W-C-Mulfitans cooling, M&H-Multi%one hciting) Glass/Floor Area: 0.19 Total as -built points-24769 Total base points:' 25246 PASS I hereby oeirtify-that-the plans and speff1wfionscover.nd by this calculation are In compliance with9e Florida Energy PREPARED '6f 1( DATE, I hereby ce that r,15-bulong, as designed, is in compliance% the a. OViNERIAGENT3= DATE: �1� Reviemof4hezplans 04 66�_qos� BUILDING OFFICIAL: DATE: EnergyGau M (Vef�fon! FLRC8p-.v3.30y ]FSy-steml Roc-om Load Summary I Foyer 95 3,620 47 1-5 579 1,736 368 79 79 2 KitfBrk 257 7,708 100 2-5 569 3,413 1,798 155 155 3 Uv/Din 336 10,453 136 2-6 545 4,705 757 214 214 4 Mstr/Bth/VVIC 420 12,743 166 3-6 508 6,572 2,368 299 299 5 Land/Hall 184 5,086 66 1-5 627 1,878 668 85 85 6 Bdrm #3 176 5,510 72 2-4 693 2,659 1,033 121 121 7 Bdrm #2/Bth 216 9,752 127 2-6 567 4,890 2,207 222 222 . System 1 total 1,684 54,872 713 25,853 9,199 1,176 1,176 System 1 Main Trunk Size: 16 in. Velocity: 842 Umin Loss per 100 ft.: 0.087 in.wg Type: - Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh LDetailed Room Loads - Room 7 - Bdrm #2lBth (Peak Method) I Room Length: 18.0 ft. System Number 1 Room Width: 12.0 ft. Zone Number: I Area: - 216.0 sq.ft. SupplyAjr: 222 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 6.6 AC/hr Volume: 2,030.0 cu.fL Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM RunoutA!r: Ill CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM RunoutAjrVelocity: 567 ftJmin. Percent of Supply: 0 % Design Loss: 0.100 in.wgJl 00 ft. Actual Winter Infil.: 41 CFM Actual Loss: 0.205 ln.wgJI 00 ft. Actual Summer Infil.: 23 CFM -5 -Wall-1 4E-4-8c 13 X 9.4 74.2 0.152 4.6 338 0.8 0 62 E-Wall-14E-4-8c6X9.4 22.4 0.152 4.6 102 1.0 0 23 N -Wall-12B-Obw 9 X 9.4 84.6 0.097 2.9 246 0.9 0 75 8 -GIs-IA-rb-d shgc-0.35 100%S 48 1.080 32.4 1,556 27.2 0 1,304 (2) E -GIs-lA-rb-d shgc-0.35 I00%S 34 1.080 32.4 1,102 27.2 0 924 (2) UP -Roof -I 813-119 18 X 12 216 0.051 1.5 330 1.1 0 231 Floor-22A-pm 55 It -Per. 55 1.180 35.4 1,947 0.0 0 0 Subtotals for Structure: 6,778 0 3,229 Infil.: Wn.: 40.9, Sum.: 23.4 517 2.609 1,349 0.747 971 386 Ductwork: 0.200 1,625 0.200 86 815 People: 200 lat1per, 230 sentper: 2 400 460 Equipment: 750 0 Room Totals: 9,752 2,207 4,890 IDetailed Room Loads - Room 6 - Bdrm #3. (Peak Method) �.M Calculation Mode: Htg. & c1g. Occurrences: I -Room Length: 13.5 ft. System Number. 1 Room Width: 13.0 ft. Zone Number: I Area: 176.0 sq.ft. SupplyAjr: 121 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 4.4 AC/hr Volume: 1,650.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual SummerVent.: 0 CFM Runout Air Velocity: 693 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./l 00 ft. Actual Writer Infil.: 23 CFM Actual Loss: 0.539 in.wg J1 00 ft. Actual Summer Infil.: 13 CFM Wc E-Wall-124 -8 18 S -Wall-1-4E4-8c 13 X 9.4 81.4 0.152 4.6 371 0.8 0 68 S -Gls-I A-rbA shgc�0.35 I 00%S 40.8 1.080 32.4 1,322 27.2 0 1,108 (2), - UP-Roof-'l 813-19 13.5 X 13 175.5 0.051 1.5 269 1.1 0 188 Floor-22A-pm 31 ft..Per. 31 1.180 35.4 1,097 0.0 0 0 Subtotals for. Structure: 3,831 0 1,539 Infil.: Win.: 23.1, Sum.: 13.2 291 2.612 761 0.745 547 217 Ductwork: . 0.200 918 0.200 86 443 People: 200 latIper, 230 sen/per 2 400 460 Room Totals: 5,510 1,033 2,659 Petailed Room Loads - Room 5 - LandlHall (Peak Method) Calculation Mode: Htg. & c1g. Occurrences: Room Length: 16.0 ft. System Number: Room Width: 11.5 ft. Zone Number: 1 Area: 184.0 sq.ft. SupplyAjr: 85 CFM -Ceiling Height: 9.4 ft. Supply Air Changes: 3.0 AC/hr Volume: 1,730.0 cu.ft. Required Vent.: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM RunoutAlr: 85 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM RunouiAkVelocity: 627 ftJmin. Percent of Supply: 0 % Design Loss: 0.100 in.wg JI 00 ft. Actual Winter Infil.: 25 CFM Actual Loss: 0.322 in.wg./I 00 ft. Actual Summer Infil.: 14 CFM E -Wall-1 4E-4-8c I I X 9.4 103.4 0.152 4.6 472 1.0 0 107 W -Wall-1 4E-4-8c 10 X 9.4 94 0.152 4.6 429 2.4 0 226 N -Wall-I 2B-Obw 6 X 9.4 39.4 0.097 2.9 115 0.9 0 35 N -Wall-14E-4-8c 6 X 9.4 20.4 0.152 4.6 93 1.4 0 28 N -Door-1 1 D 2.5 X 6.8 17 0.390 11.7 199 10.1 0 172 N -Door-1 I D 3 X 8 24 0.390 11.7 281 10.1 01 243 N -GIs-IA-rb-o shgc-0.35 100%S 12 1.080 32.4 389 27.2 0 326 UP-Robf-i 8B-1 9 16 x 11.5 184 0.051 1.5 282 1.1 0 197 Floor-22A-pm 33 ft..Per. 33 1.180 35.4 1,168 0.0 0 0 Subtotals for'Siructure: 3,428 0 1,334 Infil.: Wirt.: 24.6, Sum.: 14.0 310 2.611 810 0.745 582 231 Ductwork: 0.200 848 0.200 86 313 Room Totals: 5,086 668 1,878 [Detailed Room Loads - Room 4 - Mstr1Bth1WIC (Peak Method) ---- 7 Room Length: 35.0 ft. System Number: 1 . Room Width: 12.0 ft. Zone Number: 1 Area: 420.0 sq.ft. Supply Air: 299 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 4,200.0 cuft Required Vent.: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 100 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM RunoutAjrVelocity: 508 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 37 CFM Actual Loss: 0.165 in.wg./I 00 ft. Actual Summer Infil.: 21 CFM o -vvau-i4t-4--Uc 12 A 1U 57 0.152 4.6 260 0.8 0 48 8 -Gls-IA-rb-o shgo-0.35 1 00%S 15 1.080 32.4 486 27.1 0 407 S -.GIs-IA-rb-d shgc-0.35 100%S 48 1.080 32.4 1,556 27.2 0 1,304 (2) UP-Roof-1813-19 35 X 12 420 0.051 1.5 643 1.1 0 450 Floor-210P-Oc 12 X 35 420 0.385 11.6 4,851 3.9 0 1,617 Subtotals for Structure: 9,392 0 4,667 Infil.: Wn.: 372, Sum.: 21.3 470 2411 1,227 0.745 882 350 Ductwork: 0.200 2,124 0.200 86 1,095 People: 200 lattper, 230 son/per: 2 400 460 Equipment: 1 nnn 0 Room Totals: 12,743 2,368 6,572 EIIII 11-1 [Detailed Room Loads - Room 3 - LivlDin (Peak Method) '10 ��Occu�rrencw. Cal!ulafion Mo�de�Htg McIg. -Room Length: 24.0 ft. System Number: Room Width: 14.0 ft. Zone Number: Area: 336.0 sq.ft. Supply Air: 214 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 4.1 AC/hr Volume: 3,158.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 107 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM RunoutAirVelocity: 545 Urnin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./I 00 ft. Actual Winter Infil.: 28 CFM Actual Loss: 0.190 in.wgJI 00 ft. Actual Summer Infil.: 16 CFM 04-8c 09.4 !E-Fa,11�1 WO M M P 4 24 22 02 5.6 0.19 6 1' 9 We _1 4E-4_8c 1 4 X 9 4 68.6 0.152 .6 31 3 53 0.8 0 7 S -GIs-IA-rb-o shgc-0.35 I 00%S 15 1.080 32.4 486 27.1 0 407 8 -Gls-1 A-rb-d shgc-0.35 1 00%S 48 1.080 32.4 1,556 27.2 0 1,304 (2) UP-Roof-1 813-19 24 X 14 336 0.051 1.5 514 1.1 0 360 Floor-20P-Oc 14 X 24 336 0.385 11.6 3,881 3.9 0 1,294 Subt6tals for Structure: 7,779 0 3,655 Infil.: Wn.: 28.3, Surn.: 16.2 357 2.609 932 0.745 671 266 Du ct�iork: 0.200 1,742 0.200 86 784 Room Totals: 10,453 757 4,705 petafied-Room Loads - Room 2 - KitlBrk (Peak Method) Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 19.0 ft. System Number. I Room Width: 13.5 ft. Zone Number: 1 Area: 257.0 sq.ft. Supply Air. 155 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 3.9 AC/hr Volume: 2,411.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 78 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runo6tAjrVelocity: 569 ftJmin. Percent of Supply: 0 % Design Loss: 0.100 in.wgJl 00 ft. Actual Witter Infil.: 22 CFM Actual Loss: 0.267 in.wgJl 00 ft. Actual Summer Infil.: 12 CFM iai it N -Wall-1 41:-4-50 20 X 9.4 148 0.152 4.6 675 1.4 , 0 205 E -Wall-1 4E-4-8c 9 X 9.4 84.6 0.152 4.6 386 1.0 0 87 N -GIs-.1 A-rb-o shgc-0.35 I 00%S 40 1.080 32.4 1,296 27.2 0 1,086 (2) UP-Roof-1 813-19 19 X 13.5 256.5 0.051 1.5 392 1.1 0 275 Floor-20P-Oc 13.5 X 19 256.5 0.385 11.6 2,963 3.9 0 988 Subtotals for Structure: 5,712 0 2,641 InfiL: Win.: 21.6, Sum.: 12.3 273 2.608 711 0.745 512 203 Du.ctwork: 0.200 1,285 0.200 86 569 Equipment: — 1,200 0 Room Totals: 7,708 1,798 3,413 VON 00, too W.AONM woog"Ngo [Detailed Room Loads - Room I - Foyer (Peak Method) Calculation Mode: Htg. & c1g. Occurrences: -Room Length: 10.0 ft. System Numben I Room Width: 9.5 ft. Zone Number: I Area: 95.0 sq.ft. Supply Air: 79 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 5.3 AC/hr Volume: 893.0 cu.ft. Required Vent.: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM RunoutAjr: 79 OFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout.Air Velocity: 579 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 12 CFM Actual Loss: 0.276 in.wg JI 00 ft. Actual Summer Infil.: 7 CFM E -Wall-I 4E N -Wall-14E4-8c 6 X 9.4 31.4 0.152 4.6 143 1.4 0 43 N -GIs-lA-rb-o shgc-0.35 I 00%S 25 1.080 32.4 810 29.1 0 727 UP -Roof -I BB-1 9 10 X 9.5 95 0.051 1.5 145 1.1 0 102 Floor-20P-Oc 9.5 X 10 95 0.385 11.6 1,097 3.9 0 366 Subtotals for Structure: 2,624 0 1,335 Infil.: Wn.: 11.9, Sum.: 6.8 150 2.613 393 0.745 282 112 Ductwork: 0.200 603 0.200 86 289 Room Totals: 3,620 368 1,736 1,�3ystem 1, Zone 1 Summafy Loads (Peak Method) [b IA-rb-o: Glaziing-Single pane, operable winclow, reflective, 25 810 0 727 metal frame with break 1 A-rb-o: Glazing -Single pane, operable window, reflective, 82 2,657 0 2,226 2,226 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage IA-rb-d: Glazing -Single pane, sliding glass door, 218.8 7,092 0 5,944 5,944 reflective, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage I I D: Door -Solid Core 41 480 0 415 415 14E-4-8c: Wall -two courses brick, brick on concrete or 8 1878 8,565 0 2,910 2,910 inches concrete, 8 inches of 140# concrete with R-4 board insulation 12B-Obw: Wall -Frame, RA 1 insulation in 2 x 4 stud cavity, 124 361 0 110 110 no board insulation, brick finish, wood studs 18B-1 9: Roof/Ceiling-Below roof joists, White or Light 1683 2,575 0 1,803 1,803 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, R-1 9 blanket or loose fill 20P-0c: Floor -Over open crawl space or garage, Passive, 1107.5 12,792 0 4,265 4,265 no insulation, -carpet or hardwood 22A-pm: Floor -Slab on grade, No edge insulation, no 119 4,212 0 0 0 insulabon below floor, any floor cover, passive, heavy dryorlightwetsoil - Subtotals for structure: 39,544 0 18,400 18,400 People: - - , 6 1,200 1,380 2,580 Equip , ment� 2,950 0 2,950 Lighting: 0 0 0 Ductwork: 9,145 602 4,308 4,910 Infiltration: Winter CFM: 188, Summer CFM: 107 6,183 4,447 1,765 6,212 System 1, Zone I Load Totals: 54,872 9,199 25,853 35,052 WOR Supply CFM: 1,176 (4.4AC/hr) CFM Per Square ft.: 0.698 Square ft. of Room Area: 1,684 Square ft. Per Ton: 577 OWL. . . . . . . . . . . . . . . ... Total Heating Required: 54,872 Btuh 54.872 MBH Total Sensible Gain: 25,853 Btuh 74 % Total Latent Gain: 9,199 Btuh 26 % Total Cooling Required: 35,052 Btuh 2.92 Tons (Based On Sensible + Latent) 1.10 IM �01 EM ME �__IINVIRI Galculations are 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 both sensible and latent loads. I.System I Toffey Mod. C Summary Loads (Peak Method) 1-A-rb-o: Glazing -Single pane, operable window, reflective, 25 810 0 727 727 metal frame with break 1A-rb,-o: Glazing -Single pane, operable window, reflective, 82 2,657 0 2,226 2,226 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage 1A-rb-d: Glazing -Single pane, sliding glass door, 218.8 7,092 0 5,944 5,944 reflective, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage I I D: Door -Solid Core 41 480 0 415 415 14E-4-8c: Wall -two courses brick, brick on concrete or 8 1878 8,565 0 2,910 2,910 inches concrete, 8 inches of 140# concrete with R-4 board insulation 12B-Obw: Wall -Frame, R-I 1 insulation in 2 x 4 stud cavity, 124 361 0 110 110 no board insulation, brick finish, wood studs 18B-1 9: Roof/Ceiling-Below roof joists� White or Light 1683 2,575 0 1,803 1,803 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, R-19 blanket or loose fill 20P-Oc: Floor -Over open crawl space or garage, Passive, 1107.5 12,792 0 4,265 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, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 39,544 0 18,400 18,400 People: 6 1,200 1,380 2,580 Equipment: 2,950 0 2,950 Lighting: 0 0 0 Ductwork: 9,145 602 4,308 4,910 Infiltration: Winter CFM: 188, Summer CFM: 107 6,183 4,447 1,765 6,212 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System I Torrey Mod. C Load Totals: 54,872 9,199 25,853 35,052 RIN:: Supply GFM: 1,176 (4.4 AC/hr) CFM Per Square ft.: 0.698 S�quare ft. of Room Area: 1,684 Square ft. Per Ton: 577 Total He Total Sensible Gain: 25,853 Btuh 74 % Total Latent Gain: 9,199 Btuh 26 % Total Cooling Required With Outside Air: 35,052 Btuh 2.92 Tons (Based On Sensible + Latent) '16W Calculations are Mased on Mth edition M ACCA Manual All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I-MOAMORP_ Total Building Summary Loads 9 A-ri:io: rmazing-5ingie pane, operable window, reflective, 25 810 0 727 727 metal frame with break 1 A-rb-o: Glazing -Single pane, operable window, reflective, 82 2,657 0 2,226 2,226 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage IA-rb-d: Glazing -Single pane, sliding glass door, 218.8 7,092 0 5,944 5,944 reflective, 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 41 480 0 415 415 14E-4-8c: Wall -two courses brick, brick on concrete or 8 1878 8,565 0 2,910 2,910 inches concrete, 8 inches of 140# concrete with R-4 board insulation 12B-Obw: Wall -Frame, R-I 1 insulation in 2 x 4 stud cavity, 124 361 0 110 110 no board insulation, brick finish, wood studs 18B-1 9: Roof(Ceiling-Below roof joisbs� White or Light 1683 2,575 0 1,803 1,803 Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, R-I 9 blanket or loose fill 2013-0c: Floor -Over open crawl space or garage, Passive, 1107.5 12,792 0 4,265 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, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 39,544 0 18,400 18,400 People: 6 1,200 1,380 2,580 Equipment: 2,950 0 2,950 Lighting: 0 0 0 Ductwork: 9,145 602 4,308 4,910 Infiltration: Winter CFM: 188, Summer CFM: 107 6,183 4,447 1,765 6,212 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 54,872 9,199 25,853 35,052 '00 MXMI *111 0,00 'I' MIIHI*.��Iig',.g Total building Supply CFM: 1,176 (4.4 AC/hr) CFM Per Square it.: 0.698 Square ft. of Room Area: 1,684 Square ft Per Ton: 577 Total Heating Requirea Yvan uutside Air: 54,872 Btuh 54.872 MBH total Sensible Gain: 25,853 Btuh 74 % Tbtal Latent Gain: 9,199 Btuh 26 % Total Cooling Required With Outside Air: 35,052 Btuh 2.92 Tons (Based On Sensible + Latent) Calculations are 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 both sensible and latent loads. -4 0) CM 4� W � N (I)- Vo 63 r', -�o CL rL 0) 0 �< CD CD I(D Sa W I. ag"X -4 OD w Cil co 00 0 -N a 0 -4 0 -N 0 0 M -4 -P- -4 W w m N;j 0 � w Ul 0 (D OD CA W 0) w M co K) 0 s w �l -4 w 0 (0 0) (C) 0) to 4 w OD 00 -4 00 00 (D co (D 0 0 -4 rl) -N K) M M N) 0 -4 0 D. -4 M 0 -4 4� -4 M W 0 � w 1� m n m momwwwoij N � -4 c)) � � �.t, -4 CF)WO � �4N)0000%4W r%) JQ N) 00 CO � 0 -4 �4 - "� Lh (0 -9� (A co 0) 4 N N) OD (0 M -4 -4 W � Cn CO P. L" (0 0) 1 Lmiscellaneous Report I Summer: Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Ma)dmum Velocity: Minimum Height: Ma)dmurn Height: Yes Yes 0.00300 0.1000 ln.wg./1 00 ft. 650 ftJmin 900 ftjmin 0 in. 0 in. Infiltration: Volume of Conditioned Space: Total Building Infiltration: Total Building Ventilation: 90 78 Yes Yes 0.01000 0.1000 in.wg 1100 ft. 450 ftJmin 750 ftJmin 0 in. 0 in. 50 75 61.09 0.700 AC/hr 0.400 AC/hr X 16072 Cuft X 16072 Cuft 11,250 Cu.ft./hr 6,429 Cu.ft./hr X 0.0167 X 0.0167 188 CFM 107 CFM 0 CFM 0 CFM —System 1— Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Diffe . rence) Infiltration & Ventilation Latent Gain Multiplier. 41.50 = (0.68 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) Report Project Title: Project Date: Client Name: Client Address: Client City: Client Phone: Company Name: Company Representative: CompanyAddress: Company City: Company Phone: The Torrey Model C Wednesday, June 04,2003 Kolter Signature Homes, Inc. 2160 NW Reserve Park Trace. Port St. Lucie, F] 34986 772-468-4703 Nisair Air Conditioning Jose 1501 Decker Ave. - D404 Stuart, FI 34994 772-283-0904 Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 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 Dry Bulb Wet Bulb Rel.Hum Winter: 42 0 0 Summer: so 78 50 Square ft. 1,684 Indoor Grains .Dry Bulb Difference 72 0 75 61 Square ft. Per Ton: 577 Total Sensible Gain: 25,'853 Btuh 74 % Total Latent Gain: 9,199 Btuh 26 % Total Cooling Required With Outside Air- 35,052 Btuh 2.92 Tons (Based On Sensible + Latent) Calculations are based on Urn eartion Of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. The Torrey Model C HVAC Load Calculations for Kolter Signature Homes, Inc. 2160 NW Reserve Park Trace Port St. Lucie, F1 34986 1! ! IN W Prepared By: Jose Nisair Air Conditioning 1501 Decker Ave. - D404 Stuart, FI 34994 772-283-0904 Wednesday, June 04, 2003 i V Teste ENERGY DISPLAYCARD . .... ....... -'Zw- ESTU"TID KOLTER SIGNATURE HOMES. INC.,, POF;rr ST..LUCIE, FL, L Ne4construction or wdstius 2. single fimuly or muld-Andly 3. NuenbcT of unit% if multi-imany 4. Number ofBodrooms S. Is this a wotat case? 6. conditionedfloormcn(M 7. Glw am & rAm a. ClMr- mingle Penn b, clwr - double pano r TmyuthcrSUGC- single pane d. Tintiother SHGC - double puts S. Flotnrt)pes a. Slab-Ori-Cmade Edge Insulation b. Raised womi, stmn wall o. NIA 9, �Wsll tAX3 b. Coocrut% Int Insul, Adjacent 0-Trame, Wood. Adjacent d. NIA -e. N/A 10. -r�eft u. UnderAftio b. -X/A e� IVA e, Su;r un�'Ikeu Unc. Alh'M. b.MA . NOW 3 YES 1683 fe Singla Pena Double Pane 0.0 A- 0.0 fit 325.8 ft- 0.0 ft. 0.0112 0.0 ita 12; Coolingaystmes n. centra.Lunit, b. W/A W M ReatingAymms IL Moct6floptPomp. R-0-0, J 14.0(p) ft MA R=19.0, 683.0w 14. Hotwansymms u. Morrie Resistance R-42,1645.011- R=4.Z 566.0 01 R-11.0,141.0112 R=19.0. 1000.0 JtV Sup. R-6.0,125.0 fk b. N/A o. Cofttervationoredits (EIR Heat T000wwy Solar DIN-Dedicased heat pump) P. HVAP croft- (CF-Ceft fwL CV -Cross venblution, BF -Whole he= fisn, PW�ogrunnmablo Thermostitt TdK-C-MuftIzon@cwHu&- I certify that tbiB home bas c=plied with the Florida CodwFor Building- COngnbction ItItrough the abme enettv saving fedures wXclt will be boll;A(or zwooded). jr; this)= bvlwd* =21 Othorwlsc6 a rw M Digplay.Card will be cwVIeWd' based c e n Builder Signature; Dole: aLl�& re's 7:aste -V;�LAC-F— City/FLzP'rS2'1 Address of NewlTome.C-MM6 CW. 36.0 kittwlir SUR.�12.00 TiSW,.- 7.50 Cap: 40.0 Wom; E F. 0.94 *NOTE., 1he home's estimated energy performance score is on ly oryatiable tlqvugh! the FL41RES computer ptWan 77jis Isrial a Building Energy Rating. Z(yow -more . Is 80 or greater, (or Wfw a W EPAIDOR EneWOf designation), your -home may qualifyfor eneW effloiency ntartgage (EW. incentivis, ifyowobtain a )Florida--rhergy Cmuge.Rotang. - Contact the Energy Gauge Hotline at 3211638,1492 or see the E7er . gy. Bite at wwwfta uof edu for information and a list of cerfifiedRatem. For in r Construction, formafion-,7boutb7orida's�EngWEpcieyzcy Code Iry Building contact the Department of Comm;unhy.Affaj�pQMWWgVW .4zrsion; FLRCSa'.:v3-30) Pr. — Equlpr�ent Schedule Urmt# Y SEER 1,Z HSPF MokeZ6iV1JVX Tons 3 CondUnit mocL#j.?�M-3,4. A/H Urit Mod #667-f04- U 1 n E e q U u n I M p t m t.4 ' C A rHd 0 Heater Sen�Coallng 0261�900 Latent Cooling — Total Cool BTLrs Z76- 6-DE) - L U) C') C'). CD C-) SCANNED ST LUCIE COUNTY FIRE DISTRICT BY St Lucie County BUREAU OF FIRE PREVENTION PLAN REVIEW Rhode Island Avenue Telephone: 772-462-8306 .j Ft Pierce, FL 34960 FAX: 772-462-8466 O-N'ew Construction ( )Tenant Improvement )Addition )Renovation/alterations ( )Shell Only Jurisdiction: SLC F;P.B.: B-03-340 Occupancy: Castle Pines Bldg. 133 Building Dept: 23091676 Address: 8150-8160 Camoustie Place Number of stories: 2 Contractor Kolter Signature Homes Phone # 772-468-4703 Contractor's Address: 2160 NW Reserve Park Trace City: PSL , State: Florida Zip Code: 34986 ArchitectlEngineer: Turner Architects & Planners Phone # 407-658-4151 Building Owner: Review Date: 10/8/2003 Occupancy Type:. Apartments Automatic sprinklers: Gross sq ft: 12,704 Net sq fi: Occupant Load: Based On: Construction Type: SBCCI Type: V unp NOTE I . Ail 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. Penetrafions�tlirough rated assemblies shall be of proper LIL design. 8. LIL 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 1. Model "E" floor plan (end units): Egress windows are required although not indicated for bedroom # 3. Install egress windows. Provide a revision. 2. Model "E" Electrical plan (end units): Smoke detectors are required both inside and outside of the sleeping rooms. The master bedrooms do not indicate this. Provide a revision. 3. Model "D" floor plan: Smoke detectors,are required both inside and outside of the sleeping room. Bedroom # 3 does not indicate this. Provide a revision. Reviewed by:--� Date: 10/812003 7 LxA�� P .02� 26:- KOLTER,HOMES": FG 3 % 9t.- tucie County.* Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 561A62-1553 I tinlecootY. Design Certification for Wind Load.CompHance 77tis Certification is to be completed by the prc�cct design architect or engineer. This Certification must be submitted with all applications for building permits involving the construction of new residence (single or multi- family). residential addiiian.arly accessory structurc rcquir3ng a building permit. and Any nonresidential structure. 'Mis Certification shall not apply to interior Tenovatinns (provided that no structural walls. columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact.the Building Inspection Office at 462-1553 or 462-2172. Project Name cArs-ma 1�1 Office a only Street Address i mzm- i Permit Number I D-LbC— LBS Occupancy Type_ I I Construction Type Certification Staterneft. 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 arid enforced by St. Lucie County. I also certify that structural eletnents depicted on these plans provide adequate resistance to the wind loads- and forces specified by current code provisions. Design Parameters and AesurriRtions Used; (Please check.or complete 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: 2-44 1 "') 11 4. Wind Speed Used in Building Design: I V-�> second gust S. Wmd Exposure Classification (refer to exposure tables in Building Code identified in Line 6. Average Wind Velocity Pres sure on Exterior Faces of Structure �O PSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure —_-��—PSF 8. Importance/Use Factor (obtain from Building Code): I - ID 9. Loads: floor ------- JISF Rooffilead —:�PSF Roofflive —2EE—PSF 10. Were Shear Walls Considered for Structure (check one). Yes X No —(if No, attach explanation) 11. JS a Cmthwous Load Path Provided (check one): Yes No — (if No, attach explanation) 17. Are Com;ponent and Cladding Detail Provided (check one): Yes -X- No _(if No. attach explanation) 13. Minimum Soil Beating pressure- ��S 60 PSF As witnessed by my uml, I hereby certify that the information included with this certtricatiA 2 5' correct, to the best or my knowledge and belief. Name: allIKN —i"wenrik IN97 Certification Hed Design Finn: Date: SEP102003 SLCLIMForm. if 020-00 I -CI SCLI asir Iss SEP-iO-2003 14:53 31S guiuciZ guiplIng ??2 469 9505 97/ es�;:80 20 so -Jew M Profdact *! Rk"; St Lucie.Count Code Co liamce� I �np 'he following products will be installed i ocate&a.:" n.the-structum,l �tiilding Permit # )wners NaITje Rea,pryq Homes LTD Owner's Address; gl� :ontractor Kottek Si.Rnatu3�e m.�S, ........... j nu 0 Prbduct f mt IN R, P r�ssqres , Windows 435/43-6 Ist Choice. Norandex-;: 437/4 a I.-TAx il a 2nd Ch oice, Li t, 3 �ixed Glass 435/ 36 Ist Ch�oice _0 M 31ass 0 e I fir num "46,�( Ola�� Block Tittsbu"hmr" Argua* rmeriq n UN L ;flding Gfas's b6�n-ir-si- Ist Ch 16� 0 '114 A_ vand c; nn V r n v: me q, Tkn, b n, rt-� ri "I . -1 __ -m U_j 2nd Choice ptw.�,) liT. L�,NNJL S6 A "F-M - 1 1, iaxr�a wing Type Doors c Ist Choi a 1�4 4-6 PremI -Enterzv Pa. �e 2nd Ch+61- Gen., r odua-,t i r, B en c biaark,� jl,. .0 A�4+ )Yerhead):�irag4 D6`o_rs Wayn A Da It P� Foameorgz-,L 37',_ jag�j gl 2nd Choice Ofwpfi�,) --k oofing.Material Asphalt/Fiberglass Metal Other Choice have reviewed the a�ove rovide adequate resistance to the w Lqd1TQa4s1,,.eh4�'df'-�f J V'S, eei (,z _V_ lame.: e�,t r! )csign Firm SCANNED GtLucieCounty Eastern Metal Supply, Inc. 3600 23rd Ave., South Lake Worth FL 33461 1yHAhff-DA_DE COUNTY, FLOPJD, METRO-I)ADE FLAGLEp, BUILDINC BUMDING CODE COhVLIANCB opp,Cj I'MTRO-DADE FLAGLER BUILDINC 140 WEST FLAGLER STREET, SU1TE 160-. 1��, FLORIDA 33130-1563 (305) 375-2901 PAX (305) 375-2908 SCAN CONTRACTOR LICENiING SECTTON rVED (305) 375-2527 FAX (305) 375-.2558 CONTRACTOR ENFORCEbENT DIMION b1i ,.I qty (3 05) 3 75-2966 FAX (3 05) 3 75-290 s PRODUCT C . ONTROLDIVMION 701'r application for Notice.of Acceptanc� (NOA) of. (305) 371-2102 FAX (3oD) 372-6339 0.030 11 Galvanized Steel Storm Panels Shutter under -Chapter 8 of th e Code:;of Miarai-Dade Construction and co I COMIty goverr�ng the use Of Alterhate. Mate als and Types of n2pletely described herein, ri I , has been recommended for acceptance by the Miami -Dade county Building Code Compliance Office (BCCO) under the conditions specifle herein, This NOA shall not be validt' after the expiration date stated below. product or mateni'al at any #me from a jobsite or mj��facturer, B * CCO r , eserves the right to securd this Use 10 s Plant for quality cont . rol testing. If this product or material fails to Perform in -the approved manner, B CCO may revoke, modify - f -Such. -product or mat4rial immediately.-. BcC.(D res6rve�_ theright.,tO , Pr suspend the .determined by.BCCO that L's product Or materiad faiis- to: - rL-VD1w this approval, if it is Buifdiiig Code. the' requirement§ Ofthe South Florida The 6#'6ns6 of such testing-�'ffl; �oe in curred by the ME�hufaotu 7. ACCEPTANCENo.. 00-09"19.10 EXPIRES: 06/07/2004 Raul Rodriguez Chief Product Control Division THES IS IM COVERSHEET, SEE ADDITIONAL pkGES pop SPECIEC M GE�� CONDITIONS Ah RAL D-U—MDING CODE & PR DUCT RRVIEW Coha4ITTEE I This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Produ�t Review COmrnittte to be used forth above.. in Miami -Dade County, Florida under the conditions set A-PPROVED:. 06/07/2001 Frallc'ScO J- Quintana, P.A. 'r- Director Miami -Dade County Building Code Compliance Offloe VU('�SOOO I\Dc2000keMP12Le:Xn0Ejc& aCC ePm�cE m1e, p1g,A,, Internet mail 2ddress: postmast : cr@buildin.�codeonline.corn Easteria Met2i Su]2]2jv,jnc. ACCF-PTANCF No. 00-091910 APPROVED 06/07/2001_ MUMEs 06/077-2004 L SCOPE This approves 0.0301, Galvanized Steel Storm panels Shutter I as described in Notice of AcceptaAce, desigiaed to ooraPly with the South Florida Building qode,Secti011 2 of th �/Rami-Dade County, for the locations where. the Pressure requirtmeiits 1994 Edition f( , as determined by SFB, Chapter 23, do not bxceed the Design Pressure Rating values indicated in the approved dravAngs. 2. PRODUCT DESCRIPTION This'0.030" Galvanized SteBl Storm Panels shutter and its components shall be con�ftuct d c e in stri compliance with the followingdocuments: Drawing No. 001252, tled "24 Gage a v d B Steel Storm ParLels", prepared by Tilteco t' 0 1 anize efth Inc., dated NY-1 0, 2.000 last revision #1 d d'April 3 2001, sheets I -through 9 Of 9, signed and sealed �y Walter A. Tilii� Jr., P.E., �bearjn ate ��...",E)adt;,.C.0m�V.P-roduct.Cantrol-aiDprQvaI stamp%vyith, e-NQtice g the h1iami th of AcCePtance-number.and Fl�prova date_-�_y..t4e3vfiami-Dade County -Product Control Division. Thesp,documen4 shaJI.h �mafter be referred to as the �Pprovt-d drawings. . . . er 3- LUMTATIONS All Permanent set cPMPOuents, included but not limited., to embedded anchor bolts, . threaded cones, metal shields, -head�rs and sills, must be '-all-times. Protected against corrosion,� contamination and dwnaage'at 4- INSTALLATION This 0.030" Galvanized Steel Storm Panels Shutter and its rOMPOnents shall be installed in strict compliance with thelapproved. drawings. 5. LABELING Each panel shall bear a p . ermantnt label with the manufacturer's name or logo, city, state and the following statemcmt:J."Mianii-Dade County Product Control Approved". 6. BUILDING PERMT REQUMEMENTS 6.1 Application forf building permit shall be accompanied by copies of the following: 6-1-1 This Ndtice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Aempta:nce, clearly' marked to show the-,coinponents selected for the. oposed installation. PX 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to prope:rly evaluate the installation of this system. ua-.- �r-_ 4. it / "",� heliny A. Makar, P.E. -Produrt Control Examiner Product Control Divis", . - ion Eastern Metal SuppIv, Inc. ACCEPTANCF, No. 00-09i9.10 �M K - 06/07/2001 06/07/2004 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed, alle original submitted documents, including test -supporting data, engineering doc n (8) years. ume ts are. no older than e 2. . Any and all approved products shall be Permanently labeled with the man' ufa-otarer's name, city, state, and I . . following statemerit': "Nfiami-Dade Cc' ' 'P�i�du�t Control Approve*d"', oras specifi unty specific conditions 6f this Acceptance. cally stated in 3- ..Renewals Of Acceptance will not be considered if: a. There has been a chanp. in the South Florida Building Code afflectin 9 the evaluation Of this 'prod and the procrii.6ffs not in compliance with the code changes. b. The product is ' no longer tha,same product (identical)as the one- Originally approved. .--.Ifjhe Ar,.ce;p§We, .401der_ Las not ppmpla ith all the! requiremont& of this. a4�c6ptance,. inel4ding. correct installation of the produot... d... The. e.ugmeer, -who * on'gina]Jy preparecf signed and sealed fSo required documertat'ion iijitia . submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, be �ause for termination of this Accep and/Or manufacture of the product or process Shall alADMatica tarace, unless p or written approval has been requested (through j filing Of E, ravision application with approp-ri-at'e ------ - fee) and granted by this office. 5- Any Of the following shall also be grounds for removal Qf this Acceptance: a. UnsatisfactDrY performance of this product or process. b. Nfisuse of this Acceptance as an endorsement of any product� for sales, advertising Purposes. or any oth 6. The Notice of Acceptance number preceded by the wor#.Miara�-Dade, County, Florida, and followed by tj expiration date may. be displayed in adve display�d, then it shall be done in its elitirety-Sing literature' 1f any Portion Of the Notice of Acceptance 7. A copy of this Acc6 ,ptaaco as well as approved drawings and other documents, where it applies, shall I provided to the user by the manufacturer or its distributors and shall be available f6r i 0 j S at all time. The. on nspecti n at the ob j ginecr 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 THES ACCEPTANCE Helmy A.,�i�,ar, p.,h. -Product Controf —Exarnine Product Cont pol Divisi6n