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HomeMy WebLinkAboutSUBMITTED DOCUMENTSl , S LEGEND: ' A = DELTA ANGLE L - ARC LENGTH CAN - CABLE TV C.B. = CATCH BASIN C.B.S. = CONCRETE BLOCK & STUCCO (L = 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 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 e RADIUS RAD. = RADIAL 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 9E FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH I&THE PROPERTYOF LAWSON, NOBLE & WEBB,. INC. AND SHALL NOT BE REPRODUCED IN;WHOLE CSi WITHOUT THEIPERMISSION OF LAWSON. NOBLE & WEBB, IW IN WRITING. - - i 7. BEARINGS SHOWN HEREOF] ARE "BASED ON THE NORTH LINE OF LOT 170 WHICH BEARS N 48°42'27"`c AND ALL BEARINGS ARE RELATIVE TO PLAT. 8. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TONNE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275F DATED AUGUST 19.1991 11. IMPROVEMENTS IF ANY ARE AS SHOWN. 12 DATE OF FIELD SURVEY: MARCH 31, 2004 CERTIFICATION• IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. R/W - RIGHT-OF-WAY SAN. = SANITARY S.B.T. = SOUTHERN BELL TELEPHONE S.F. - SQUARE FEET T.O.B. = TOP -OF BANK TYP. = TYPICAL U.E. = UTILITY EASEMENT U.L.P. = UPLAND PRESERVATION 0 = SET 5/8" IRON ROD WITH CAP NO. LB 6674 O = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 - FOUND PERMANENT CONTROL POINT 0 = SET P-K NAIL WITH DISK NO. LB 6674 ♦ = FOUND P-K NAIL No. LB 6674 C) = WATER SERVICES D4 = WATER VALVE = SANITARY SERVICE El= FOUND PERMANENT REFERENCE MONUMENT 6674 0\ = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET A = DRAINAGE FLOW INDICATOR UPLAND PRESERVATION �:- EASEMENT NO. 4 • = SET 5/8" IRON ROD WITH CAP WITNESS CORNER LB #6674 o 1.0' OFFSET O = ELECTRIC SERVICE A = CATV >;,Jf = LIGHT POST ®= 11" PINE TO BE REMOVED (TYP) 4F = 10" PINE (TYP) TO REMAIN (TYP) DESCRIPTION: BEING ALL OF LOTS 167, 168, 169, & 170, ACCORDING TO THE PLAT OF POD 20C AT THE RESERVE, P.U.D. II —CASTLE PINES, AS RECORDED IN PLAT BOOK 43, PAGES 12, 12A THRU 12D, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P,\600-699\D652\CAD\LOT SURVEYS\B652ls167.dwg 04/05/2004 02:57,05 PM EDT MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. SCANNED LB # 6674 `^ W �� 0 0 0 0 0 • • • 111960000w awson, Noble & Webb, Inc. 4.LucieCounLOINEERI6 • PLANNER$ • SURVEYOR$ 590 NW Peac 6 Boulevard, Suite 9, Part St. Lucie, Florida 34986 (772) 878-1700 • laa: (772) 878-1802• email: Inw—psiolnw—ine.com West Peim Beech Port St. Lucie REVISION IFB/PG DATE I BY CK'D DATE:3-31-04 BY: JDM CK'D: F.B.:POD20 C1 PG: JOB NO.: 8652 V L L-Ik� u -- 5 - OLt JULIAN D. MORRIS. PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4731 LtbtIVU: ' = 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 FIND. = 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 N.R. O.E. O.M.E. O.R.B. O/S O.S. P.B. P.C. P.C.P. P.D.E. P.G.E. P.K. P.O.B. P.O.C. P.P. P.R.M. PROP. P.T. P.U.E. R RAD. = NOT RADIAL R/W = OVERHANG EASEMENT SAN. = OVERHANG MAINTENANCE EASEMENT S.B.T. = OFFICIAL RECORD BOOK S.F. = OFFSET T.O.B. = OPEN SPACE TRACT TYP. = PLAT BOOK U.E. = POINT OF. CURVATURE U.L.P. = PERMANENT CONTROL POINT 0 = PRIVATE DRAINAGE EASEMENT 0 = PRIVATE GAS EASEMENT = PARKER KALON NAIL 0 = POINT OF BEGINNING = POINT OF COMMENCEMENT = POWER POLE pd = PERMANENT REFERENCE MONUMENT = PROPOSED = POINT OF TANGENCY 00 = PRIVATE UTILITY EASEMENT \` = RADIUS >00 0.00 = RADIAL NOTE: * = MEASURED TO END OF BOARD SURVEYOR'S REPORT: 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS 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 170 WHICH BEARS N 48"42'27",E AND ALL BEARINGS ARE RELATIVE TO PLAT. S. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL Nil. 12028,5-0275F , ,"DATED AUGUST 19. 1991 11. IMPROVEMENTS IF ANY ARE AS SHOWN.. 12 DATE OF FIELD SU.RVEY:.MrARCH 31, 2004- CERTIFICATION: 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 .1 FLORIDA REGISTRATION NO. 4731 - RIGHT-OF-WAY = SET 5/8" IRON ROD = SANITARY WITH CAP WITNESS = SOUTHERN BELL TELEPHONE •- CORNER LB #6674 = SQUARE FEET a 1.0' OFFSET = TOP OF BANK Q = ELECTRIC SERVICE = TYPICAL 0 = CATV = UTILITY EASEMENT * = LIGHT POST = UPLAND PRESERVATION = SET 5/8" IRON ROD WITH CAP NO. LB 6674 Q = 11" PINE TO BE = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 REMOVED (TYP) = FOUND PERMANENT CONTROL POINT 4f = 10" PINE (TYP) = SET P-K NAIL WITH DISK NO. LB 6674 TO REMAIN (TYP) = FOUND P-K NAIL No. LB 6674 = WATER SERVICES = WATER VALVE = SANITARY SERVICE = FOUND PERMANENT REFERENCE MONUMENT 6674 = EXISTING ELEVATION IN FEET = PROPOSED ELEVATIONS IN FEET = DRAINAGE FLOW INDICATOR o n w J a 1 U UPLAND PRESERVATION �:- EASEMENT NO. 4 UA 7U V/oo7 DESCRIPTION: BEING ALL OF LOTS 167, 168, 169, & 170, ACCORDING TO THE PLAT OF POD 20C AT THE RESERVE, P.U.D. II — CASTLE PINES, AS RECORDED IN PLAT BOOK 43, PAGES 12, 12A THRU 12D, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.\600-699\BG52\CAD\LOT SURVEYS\B652(s167.dwg 06/25/2004 10:49;13 AM EDT MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 r:, L N W BY 6 ,Lawson, Noble & Webb, Inc. Lucie County 590 NW Peacock Boulevard. Suite 9, Pont St, Lucie, Florida 34986NGINEERS - PLANNERS - 8 (772) 878-1700 • tax: (772) 878-1802• email: Inw-pslalnw-inc.com West Palm Beech Port St. Lucie REVISION FB/PG I DATE BY CK'D DATE: 3-31-04 FORMBOARD TIE-IN SURVEY 6-24-04.!SDM BY:JDM CK'D: F.B.:POD20 C1 PG:16 JOB NO.:8652 I !(NOS '?nY 'WSZ W9r `OddnS 7Y.13M...,Vy3ZSy3 00/01/1 S S73NVd rY2101S 7331S MONS SY b7U&I MAVIVA7F/J 30VJ 'r'Z ALMOD,3M tnrorfy 1 (-C)Q'ON30NV1d300V 3014d030NVndNJ00 3a00 9NIEl11n8 . NOtSWa lO 10na0bd' AB I 2 CL3iva 3ao0 Nia�ine va b0_W Winos 3W1 HIM 9NVId'N00 SV a3A0bddV Piano ap�ppy�mgS MNNV38 .farx"w^N xu7-so1r .. 2/3HSY1A 37OH 'S .580' Mn = ) rn:e»rvIJM3 . 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(SEE SCNED[R,E) TO qASY WWdLW FOR Fu " TO "Ass :3/32 I II/F 0 -20 x I�2 Wr SSALS W/!/B7rJ/32 PAN I wm AVT O EYERY 1/4 F -20 x 1/2i ° @ AOQSFMN I tl �W®7/B"zS/3 . c OWD". o MDSIW/ J/i" BttTS W r2' o_ a I' � I I I CONCRETE POURED T/f' Of-20 x 3!f' OR coum.?Srr OR ETE- 3DIO TS W/ 7/B z BLOCK TT I BLOCK WALL 12 0 C NUf a 1EMIZEDREOWRED Z } �[ --I ry I y/ b� S I AN '• B Cont , � y 9 Cant (SEE SCNEOUEFJCTiagS �E AWHORS (SEE SCHEDULL) 'o SEC770N 0 ANCHOR WALL ksOU IJTIPJG 'IIdST,kL ON BUILD 'OUT INSEALLATIOM pf�t- 3/8' a I. 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RECUR® 1 ConL 0 1/4' 0-20 S. S A44CHIN£ o BOLT W/ NUT t WASHER n O 12' O. C FOR A0N! TO 770.V 'Y 1 �A I 0 20 x SSM.£ W/ 84 WNG NUT OW / I - OVERLAP O AW I f/S' 0-20 x J f' BOLTS W/ 7/8 z' J/Jz' WINO NU( O 12' 0. C ALTERMTE LEG IOCS7ION—r J 4H y CONCRETE ANCHORS . (SEE SCHEDlREJ CONCRETE ANCHORS POURED E17 "..RED E D. (SEE SCHEVUL0REOUE. D. _ I N 2 !If LEG LOCAlicky b 4 CmL — ( l(77 DR 8 Cont 1 I !f' 0-20 x 1 j 7/8' xxJ%72f I I WING Nrlr o I f �+ 12' O. C A h . I 7 8 !' 0-20 z f�2' YES W/ 7/ • z J/JZ . I r/f' 0-20 x (r8��Zr• R NUT O EVERY ( KW NUT• a 7E1'ERl' 3/J2' RCAP O MIDSPAN OVERLAP O WSW 1 (SEE SCHEDULE) 1 i FW MINIMUM I R (SEE SCHEDULE) 70 I !�f' 0 20 x FOR NlN1AW 'J///{' BOL/75 I �PARATION'S' I WWC X O TV IXum 9 12' 0. C I !f4' 6-20 x Ccnt I J��/��f' BOLTS W� O B�onL _ 1 .. (CORC� BETE AxcHORs � 1I•. / L L i/s' 0, zo S S AucYONE Sa J / C(AvcRETE ANCHORs.� I I {i CONCRETE AyLYi / /,� I y I 0O t 0. NUT WASYiER POURED GORCRETF E. D. E -%(SEA' SCHEDULE) j" jo rz• O. C. REOWTED (sEE scNEDULEa u Coal ' RPOURED EOUWE DCR�J E D. UILD 'OUT INS T/ LLA tio� — SECT OM / _ ISTALLATIOhr — SECTIOhN s�LLl1dG FLOOR '1�OUT7NG Ste: J e' r' ALSTALLATIOIN — SECRON 7 SCALE : 3/8' SCALE : )/B' 7' - E D. = EDGE DISTANCE STt� EFT 5, SCHEDULE ON 6 do 7 OF 9) NOTE FOR COMBINATION OF SECTIONS . WAJ,/FLOCRICEFUNG IdOUNTING SE017ONS CAN 8E COMBINED W ANY WAY TO SUIT ANY !INSTALLATION. i APPROVED AS COMPLYING VM- HE SOUTH FLORIDA BUILDING CODE DATE(Yo/ LO BY e . ✓/V�iv- PRODUCT WNTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.C�0 - 09 (9. 10 0 rmr. CALK -IN RR ELCO mare/%mole PANELARTE OR mole PANELU47E PLUM 0 ��YJj1/s G-20 SR)EWA(K E±OLr OR O n w/%4 I ZO 7RUSSHFAO B0.T (SEE SCHEDULE FOR SPACING) POURED CONCRETE & CONCRETE �O.:X WALL - REQUIRED-\ (SEE SCHEMW RAP MIN&W SEPARGION TO MASS 1/4' 0-20 x 1 e -Kx W/ 7 6' x WING NUT o OMWAP O MMSPAN POURED _/ CONCRETE OR CONCRETE ,$LOGY: WALL REOUMED e CALK—!N OR ELCO male/lemole,� r' PANEWTE OR =11 PANELMAIE PLUS 10 69/4'0 2O MaEWAX BDLr OR O />1!1Y/r/S 0-20 7RUSShUW BOLT ♦ . (SEE SCHEDULE FOR SPACING) WALL gOiTT rlffO INSATUT10/� dJ W" SECTION 8 SCALE : J/a• _ ,- t SIDE W" BOLTS ARE r��-f OxJ/J2-,= HEAD MACWNE SCREW W/L& AS PER NOTES A2 k 0-2 (SFTEET 1) TRUSS HEAD BOLTS ARE 1 z CeT/67wx NERD ATACN/NE SCREW WlLEFlGTH AS PER NOTES A2 4 82 (SV;Z 1) MLWI DARE COUA7Y 24 G4GE G4LVANlZED BERTHA AS SHOWN STEEL"SFOP,M PANELS scat£ 7110100 EASFERK METAL SUPPLY, INC a4 CONCRETE r BLOCK WALL CONCRETE ANCHORS 0T2'0.G 2" x 4' x .725' ELM" OR 606J-76 ALLOY 'Copt. Alum. ANGLE w -- CASE A (Plan) SCALE 1/4' = 1' 2' x T x .097' J105 H-14 OR 6063-T6 ALLOY Cot Alum. ANGf E WIN ANCHORS 6 12' 0. C , CASE D SCALE. 1/4' = i POURED CONCRETE ' f OR REDLpRm CONCRETE BLOCK WALL IVAqf 5^ u t. OR OR 2'IV= �\ i OR OOR OOROR ' 714' s BOLT 4' r 4' r .072' 0 24' 0. C. J105-7Lf4 OR 6063-T6 ALLOY W/JSCKNUT M Arum. ANGLE CASE B (Plan) SCALE 1/4- = 1' EIVD CLOSURES DETAILS ONCRETE BLOCK WALL POURED CONCRETE OR CQVCRETE BLOCK W� f7E0UlRm �25x• CONCRETE ANCXCRS C. � ., 2' x 2' x .055' TO 2' x 5' r .055' Cont Alum. ANGLE OR .060' 3105—H754 SHEET METAL Alum. BENT PLATE ALTEPMTE LEG LDC4WN CASE C (Plan) SCALE- 1/4' = r' M XLUUM DESIGN PRESSURE RATING CORRESPONDING MAXIMUM PANEL LENGTH 'L" SCHEDULE 'MAXIMUM OESlCN . Pf EMXRE RATING +66.0. -76.0 +60.0, -70.0 +66.0, -76.0 +60.0. -70.0 Max. PANEL LENGN{ M!NlI W S&'ARATION (SEE S(ECRONS). _ _ . .. to CTASS__ . . 7'-6' OR LESS ,*!' >7'-6' TO B'-6' 3` 7'-6' OR LESS 3 3/4' >7'-6' TO 6 -6' 3 3/4' E C 0 tie. A'PLTCABL E To SECNON.SS F A- APPROVED AS COMPLYING %MT WME SOUTH FLORIDA BUILDING CODE DATE To p PRODUCTC MROL.DIVISION BUILDING CODE COMPIUANCE OFFICE ACCEPTANCENO.M-nR Iq IO � ! 24 GAGE GALVANIZED BERTN4 STEEL STORhf PANELS tASFERN METAL SUPPLY, JMc E COUNTY A9 SHOWN SC4j-1 7/1O/0o ... -DATE . - AfU wo crw. starts . sws,•c rav E B. r G�.rJ Nw-set ro cavoxm uaxra ro u M ro -'XEE� ssr ¢ro tarssr rrvE/rru rE nia7rWrr Pow` r'tT�'^s . ro rope ro Y4S0Laa' ro NtaFMiuN ro liar ra MAC Lzrs err m ro ,max-ieF m WA r2- WA WIt4Sn 1 2. Y41LV1 W m&tRC E m fIGCe r m rbrK]dfr N rr4Tnair Mta2vt rfklRr. AW [ Wr�prLucm 72' 1z' 12- f2` rtpM1t%ME WA r2' WA r2• 12' 12- IT• rz• f2' /(/A 1 (7�) WA tz' N/A 12' WA 12' t2' 11' 72' f (B07liy) 12' 12' 12' 12' 12 12. t2' WA 12' !Z• WA TZ' WA 2 (70°) 72• WA rz' WA T2' WA 12" 72• 72' 1Z` 7Z' 12' 2.(aovw 72' 12A +60.0• -6t.5 12' . WA 12' WA 12. WA 11 . 12. 72' f2 J (B01TW) 12' -t A f2'' t2' 1T' 12' 12' TZ' WA. f2• WA f2' WA . 4 (IMP) 6'-0. 0R LESS 7Z' WA rz• WA f2' WA 12' it 12- 12' !2' 12' { (o.quV4r 12' f2 12. !z• !2' 12- WR 12' 1z' NIA 12- WA .5 (7-op) 12• WA I2' WA iZ" N/A 12• - 1Z• 12• 12' 12. r1' 'S (�>� 12' WA - WA (z• WA 12` NIA 1r WA !1' WA 6 (70P) WA 1T' WA r2' WA WA 12. Q. WA 12• 7V/A 6 (60mv VA12' WA f{/A N/A N/A XIA WA WA 12- 12` WA 12. WA 7 (IDP/BOnWQ com Lv J2- 1rG8RW A'gY�S yi/CWc iR4 E 0. rz• 72• /Y i2• d (7R°%80110i!) .: -- �.4 r 0 .. Lx tna/irs TEgp'6' RM ro suzr ELm 7Ek7ws 10 "ar-aw .sr tA110319Ctv➢crzs ro wsarrt- m Izrvo-ir m u4wsm- m rox'rrer< m w1rn'xr � furarse .�y ".. 12. WA (Y WA 12` m ax�ir micsmerr m 0t�t>x¢le' To is ro ro Tr m LI+ R( =' ('T,1 ' rz it,!T` 1z- WA t2' Y4CVRtt' � WR it f(/A 1Y• WA t2' I(IA rz• WA 12' 11' . 1Z. 1Z' rz' fT• rz' rz• 1 irQ� 12' 12• WA 72. WA iY 1 (BJTIAS� yr. rI'.. f2•" !2• rY 12• 7T 72' Wq 12' WA 2 (Rk') •.. 12' WA .. 12• WA 1Z' WA !z' i2• lr. !2' fY 2 07700 12' i 1 • !2. 12 12- 12• Wq 12. 12 WA 12' WA S (r0?) l2'WA 12• WA 1T' WA 12' f2' f2' 12` IT' 12' 3 (B077CtQ -.. 12• !!' ._ t2' f2• f1`A 12' Ti"T2" 17• WA Ir 6=0' DR EM 12' R/A !z• WA f2' WA 72' I2' (2' 1T' 72' { (B0nvw f2• e• rz' rz' rz' rz' N/A t1' f2. WA rz• WA s (top). WA I2• WA f1' 1r' I2- 9• TT' 1f' 5 (B0rr0Y) 12• WA r2' WA (2• WA t2• WA 12, WA 12' WA 6 (W°) ` WA fZ• WA .11• J -_ f(/A.. ... - - ... 6. (BDTIiI'-0 .. WA N/A WA fL/A WA Wq WA 12' WA f1' WA 2 ()l0plBomv Llmoy EWD rT' ltlV1ILY RM1l7KA$' ANCNO 10R E 0. - J 0' .. rz• r2• rr 1z' a f roP/ecl ik - e �J rr.� Rt aDX IA4Yfa ro cgYCRaC m uurnar RD w S[21E m ro ID d8s-nrs Su ¢ro hl1RCM' twnxcrc U tx nw¢uar am Pow¢es luiweve e MMMr m +fir rwr-➢/ r m lrttgyR ro f AKU=' Tz• WA rz' WA rz wvrnae ro ir4 AV r m coRa¢]E ro i t U9 r 'µ''I""WW= rlMM 7. (may rz` ro• r2• f2' WA 7Z• rT` r2• fl/A f2. K/A f2' . rT' WA (21 WA 72• WA 12. 11', ,z•. rT' 1T' i1• 1 (SM7W) 12` 10' 1Y 12' 12' 12' t2' NIA 12• N/A f2 WA Z (TOP) 12' WA 12. MIA 12' WA (2' rz' iz'(BDITf.Yti 12• 10' IT' f2' 1T' rT' N/A (2• WA 12' N/A J (T0p) -61d f2' WA 12' WA fY iT' 12' fY 12' 12• 12- 3 (BOTrOB) 12' r0• fZ' 12' WA IZ NIA 12' WR i2' N/A 12' WR 12' t2' f2' f2' fT' (r t2' iD 7-6 r2• WA 12' WA 1T' NIA - 12' { (✓N?ITW), 12' 7" i2' iZ• r2' 12' 11' TZ• WA. 12' WR 5 Ira% iZ' WA. rZ' T2• WA Y• 12. 6' f1• f0' S f2•. WA ..WA IZ . N A / 72' r2• NIA rT' WA T2' WA 6B0nil'J) ), Tz' k1A rZ• AVA i2' N/A f2- WR 1Z• H/A 6 (B0T )t N/A .... NIA � f1' WA E IT" I ➢!/A i] 'MAXIMUM ANCHOR SPACINGS ARE VALID FOR S 1/2' EDGE DISTANCE. FOR E D. LESS THW S 1/2'. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (NOTE : Min. E D. FOR CAIX-iN ANCHORS IS 2 1/2�. USING FACTOR SHALL MUT BE FOR THIS OPER4770N TO BE POSIBLF, REDUCED SPACING OBTAIN_m INDICATED FOR EACH ANCHOR � AT ANCHORS LEGENDNG FACTOR CTCWL E D RETF fZFX S4 PANELMATES --�� CALK-!N RED HU-SLEEK: , _ 3• .86 .75 1.00 2 1/2" .71 .50 - 1.00 2- .50 _ ANCHORS ANCHORS ANCHOR TYPE MIN. SPACING E DGE TAPCON/PANELMATES/ CRETE FLEA( SS4 3.0" CALK .lK ., .... 2.5" --- - -'--- 3%8`� RED HD.-._ .. _. ......Sp DYKABDLT SLEEVE . ...... :... 'SEE' NOTES ON SHEETS 8 & 9 OF 9 FOR. ANCHORS TYPE k SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ' APPROMAS COMPLYING KrMTHE SOL" fLORIDA BOLDING CODE DATE BY ' PRODUCTC TROLDNISION BUILDING CODE COMPL4WCEOMCE ;- ACCEPTANCE NO.OQ�O M/AMl DAD£ COUNTY 24 GAGE GALVANIZED BERTf{4 AS' slmRn STEEL STORM PANELS rae EASTERP{ METAL SfA(PPt` y (h1g Ewr2_. 6 e`r� FF5Tram o cver..u,.�....� __.._ .. •�.'+ aaw ... . Yu7Ert.'Er LTA gylpIX YAUIry.H AIAJILWS SPAC3IC Fq4 C 0. J 1/L' .• � (p+l TM'Ctt6 4- zipm 5 RED M SILL}£ L7.W 7tx9,tW ro rovcaE7F ro ro LavaurE m EVS'ciwr 4KEE-/tA' SSE I++4iTr+E�RA+rrLa>E ro Lmao ro EEaTpm• 0 cavo� LEIEETw7¢ArETE n.Ea PouSs.rAsrErvs cgxK ,wxlcax't m ` 12" WA 12" WA 12• • 7D V4S(YTB/ ro ..... c ro Y45gTY rc roAva�r ro E tRyQ wxwLL pma IEhCR 1• pU iz 9' NIA 12 WA 1T cr-M0r WA 12' r2- T2• fZ• fY 12- 12' WA T (TOA) f2• WA IY WA 12" WA /2• 7Z' !0" !Z' fY ln t CBOTlOJ,() iZ' 9' 72' 12' 12' 12' WA 12' WA IZ' Wq Z 12' WA I2' WA 12• WA 12' f2' i2• TZ' 12' _ 12' IY 1 1d777DK) 12" P. TZ' 72" 12" iT• WA 1Y WA 72" WA 3 (t2°) f6",, -72,o 1Z' WA TZ" ' TZ" 12" 12' 10" r2• NIA 12" WA 12• N/R 12" 1 (BOTIM0 12- TZ• /2' 12' 12' WA 12' 12• WA rz" WA 12• WA 11' 11' !Y 10' iz 12, 4 (GtlT7W!) rZ' IT' 1z' 1B' WA T2' WA r2• WA 5 (70P) f2" WA 12• N/A "r2 WA rz' �" 72' S 12' 7' S (Br1TNM!) 12' WA r2- WA 12" WA 12' WA fY Wq 12' WA " B 117M) 11• WA r2• WA 11' WA 12' 12" N/A 12" WA 7T' WA 6 (BOTTOM) WA WA WA WA WA WA WA T2• WA !r' WA 7 (!A/PoTIM !2' .12' tEgarLu ,tl rI1Q4S 9M(Wc fIXT E 1, 12' 6' 12, fY 6 (TP%Bt7iTDlii . >:anra E ELVstLLyE r' 4v.0 7D E m uuUWr 7D RED ro LVf{JprE ro 1EtSDfAtY ro LMgTL1E ro r d(1" �;• . 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TAPDON/ RE7F FLIX SSV G LK-IN RED HD.,.,SLa-W PANELMA7ES 3" .86 - .75 1:00 2 1/2- .71 .50' 2` .50 _ T�' 9 r2 Wa r2 Wa rz N/a r2• WA tY z (BD ) ANCHORS LEGEND �; tso-o, it tZ' 12' 12' t2' 12" Iz tz ro rz WA s �) CHOR Ir ' rs WA ♦I A 12' rz s hrloc� ANCHORS h(iN. • 12• B' Iz' �• 12• - •WA WA 12' WA i (ioPj 7=6' ro B'-s TYPE SPACING L D. = EDGE �rsrANCE z` A- l i2" _ 7zA WA (2- NIA f2' WA rz' WA 12' rY /0' f2• 12• { (BOJ7CTL) TAPCON/PANELdfATES/ s• " u' fz• 7z" rr• rz• WA rz WA s (+pn) CRE(E FLIX SS4 3.0" i2• WA iZ' WA iZ" WA r 12' fT" 6' 12• Y �5 (807TOLN ' . _.:.. 12' WR ._ -1 -- ate._. 12�._-. A 72• .. WA (to,.) CALK !N ,.. WA f7• ... 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WR 1 71' _ iT7RiO E L'Pd(JIHLTRIVn rv.• APPROVED AS COMPLYING WUN ME ' IOM FLORIDA BUILDING CODE DATE Y,/ 7 Z BY t PRODUCTC OL IIAsl�— • BUILDING CODEON COMPLIANCEOFFIre rA�aTANCEl10.�4�0 - MI DADE COUNTY 24 GAUL G4LVAN1ZL0 BER77IA S7EEL STORM PANELS s� EAS6'£6lM A(ErAL SEof'PLYF gftC 7110100 . _.-•"'"' 23F.c SIN - u�ua•' WAV W AKifP¢s SAt@!c TOR G 0.� J I�j• w • 0.`S/CY �•-u CLIC 6G¢pa- m iE m Tr45SYyl( ro C jL Y4Tgyn- �EiE-l7fX Sf � PANaREiF fSJS 7VNfltS f2" m CplpmL m MSSpRy m GthLtVETc m gym m m TflsO'RY WA �K k jPAy W PAVE rp comaw 12" WA 72' WA 11' 7L TO7iSsutRY 711.tn( 2- (A)A 12- r0' r2' f2' f2" !2' T2' W T2" WA f2' WA I (rDPJ 12' WA 12' MIA 12" 1fIA f2' 72. f2" f2' 72' 12' J (Bomv IZ' TO' IZ' 12' 12' T2' N/A 12• iY WA IT' NIA 2 (MP) 12' WA 12, WA T2• WA 12. 127 lY 12. -72" 12- T (807704 12' 10' tz- rz' rz- r2' WA rz. tY WA 17' WA s (7a°) 456.0, -76.0 12-WA l2' WA 12- WA !2' f2' T2- 12- r2" J (BW7D:P, 12 M. 12• rY TZ_ T2" f2- WA ' tz• 17" WA t - - WA 4..(lV•°J- 6'-O' OR LESS - 12• WA !Z' NIA 72- IIIA t2" TZ' 12.12• 12• 4 (BORM0 IV 7' iZ' 1Z' IZ" f2' MIA IA 17- WA r2- WA 5 (MP) 12 WA 12• WA 12- 7Z' 8• 72- S- Iz" 70, S (�. . 72' WA 12' WA 12• WA WA 12" WA 12. 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WA(.... -(BOliO�, ^- _ - WA - WA WA NIA WA WA �A 1Y WA e' WA 7 (lOplBPrif) ._._.. . 11' rY c r1- 6- 8 (rpp/gn>m�n e 4 F{MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 112' EDGE DfSTANc FOR E D. LESS TI(AN 3 112; REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY 7HE FOLLOWING. FORFACTORS (NOTE , Min. E D. FOR C9LK' IN ANCHORS LS 2 112�. USING FACRDR SSH4LI - �BE O �U� SPACING OBTAINED INDIG4TED FOR EACH ANCHOR TYPE At ANCMW HORULE�pNG FACTOR ACTUAL E D. TAPL�ON/ PAN7ES 4 CALK —IN RED HD. SLEEVE 3" .66 .75 1.00 2 1/2` .71 - 2' .50 1.00 7T{ ANCHOR�GEND ANCHORS ANCHOR TYPE MiN. SPACING E. D. = Ep E DISTANCE 3 d TAPCON/PANELMATES/ a= CRETE fLIX S34 CALK -IN - -2,5` 3/8-V i?ED. H9. DYNABOLT SLEEVE °SEE N07ES ON SHEE75 8 & 9 OF 9 FOR ANCHORS TYPE & SPACING FOR NSTALLATIONS INTO WOOD FPoUI£ BUILDINGS APPROVED AS COMPLYING YITTHTHE SOUTH FLORIDA BUILDING CODE DATE & O % BY PRODUCTC OLDMSION BUILDING CODE COMPLIANCE OFFICE ' •f"ACCEPTANCENOOU-O91Oi• I MWM! DADS COUNTY 24 GAGE GALVANIZED BERTHA AS WoJW STEEL STORM PANELS SCALE f _ �c. -EA TERN TO7701NFc%un 10100 MEW SUPPLY, INC 7/AM I erwn<w ( ...-"',^ ='+a• AR. Sa:JW -IS.1Id (TOTAL A I2.000- (EDTCNC I.175 I }-L3I--}- 1.17Y I ALLBAIMN 1--- L 125--{1s7r--I--z-TZ.S•--j Ol - PANEL 3.000- u",-- .12r h ry 1 ue.. I COWRE/E Ava?s (SCE scwaw I r �I L ICA. 1 Ath. STORM PAH£L TYPICAL ELEVATION xLA r/r wx cAp-1 SECTION A -A R20(Y K l25- U" BUILD OUT Id _ I' R250' FULL R f . h I n b R.061" L .09r 9-I!Y (Tillµ m0/x) t-6.000 (CrTECTAE AWTH)—� r— 2270"-I ® "U" HEADER JGIE: J/d f .095- ® HALF PANEL 9C r. J/r -r 1 © "E' TRACK 07 REVERSED "E" ANGLE TRACK .SL•Lr : J/r - f 3CNr . J/d - I- . S. STW MYETED �.� ro A WLE I 730 o SCSHOW O! SECTIONS - �II r scr 8 „ L ca"A I r Q9 STUDOWANGLE z -n hw ALLDr SCU . 5/r7f IIYYYYY 1 TL R2CO ; 9C q .IIr �RJ25- I25" �_ISD' _TM1 b -20a, SOCtf CENCRAL NOrCS: L STMW PANLl XLS BCD? 0C=ACV N ACCc, N r 11DN THE aw COUNIr I991 LO7L.Y! or 11f SCUM PL08OL GQC XC CQ7C. LYS�Cx IIM(D LOADS SHALL or LYala 7 AS PCR SLLlOv 6 C✓• ASCC 7-44. NR/ ILO EDP -A. (LISC WAD SP . *totSLC7> Z315 & 2I11 RLSPCCIY [ y OP < IRS B(7N fAB R[fg4T / 70".01-9 1LLIPJA7PLCD 070E As P(.P µ�'p L ACL ALTRANU7 9CLT Urnµ Aa S' +M1t SOS2-POI ALLOY O1 JOOI-NII AI1DY. 1 ALL ACIMVLI7 CrMUSCM 9 ,, BC B ,,, ALLOY UG6'S ORCK4 C MOTLD. !- ALL SCRCNS TO BE SJAduw.stEa JO( OR JIB smr-- S bL7LA ro BC 707l-i( KLWNVM ALLOY- IYLD NP C rILW,170 CW SWNLESS SAIL. MTH id LIr mMW C A•• tCRS TV HALL MOU BC AS PTILCCMS fWia S OT CRM Sr IOTED) (17 ro EXb7Ac POOLED WAfJXIL- - i/r I ff"O" AM'1M AS YNA,f(CTIIR(D BY LEM- AUM T W acO dIDU,SIRCS. 1/r P Cf DAP- Ma• ORS (50STWo )• AS Uv.1-YACTWICD BY TXIJ rAST ca4fORAr( -- - Ile ! R t Zw 1MLN AM`402S AS NV.11lAMMCD BY TAY RAM RLc COtPANY, N� - Ile P r 7111- RAM CALK--W AN]/O'LS OR ,,0 mo G /rml, •PMmALtTr AT YNA.fACnLRED BY mr R n PLL,c COMPAY, ANO aw ROI/SIRR$ RCSPCCmar. MorEs: A!) M.wILWrs Z%0 D D NJO fQ1LAPCD o7r r LY TAKUY AAYAORS rs 1 J/(: /d, RAn Z u.•C A] 7 d AAn G2C- r /OR aCO AV4LWTU IS 1 7/d, AIm /TAP U LW-L ANO. RS IS 1 1/1 / N ANCU SAMIL SC nRwar CLBLOOLD P/ID mY p"CD CoSd . AO DIwa an' Nro s71.GYO S u BC PLFLIT7m Mr/r P-20 !OR .ST%fxs USLD SILILt BC I J/r LOAc AKMUI SAOLLD STL[CO SST. AND I' dp/A1AI YK1S MJN W STUCCO. AJJ GR57Mc lrat< S! SLWC PRLLtST CO`.YRC7[ PANEL( W PAWLS BC PDIr-0 LN DIC ST &0oW SUCH S %CHL Or LLMG QOLCM ro ArM nr YNI 'LKiS •UA-J+lYL4LY SPOOL 0.' AS Y•L7'CAIF71 ON AOTES AI) A A-Z). (e) TO E)7S%Y.O LOPA77 7E BWCX 1YAU-- - 1/r 0 L%PO]y A%0NORS AS MAh1FACIIRLCD BY LLIC RAL ff. LW ZIM RLOUSD7r2�.: - 1/! I LY P."-rJII" AM19A'Y6 (BOTRi1 SNO-COY)-As. 1WNAAGT.URCD Br mu-msir'Cata rm. - I/{ P RAM- 7AUAC AiTN `AM74CIrs AS AtWA ACftED- By ME RAM PLLK OanWY dL` 7/d RIAL CyX-N AWHORS-OP E100 ma "PAWIWTE- AT 11iE RNt PLW CO. NO ELCO PWSTRa. RapfrM Ir. ' t /1076 dJ) MMUCW CLBEDypIT CV- TAOCON A•XJK1''M RM L OLy.0 XLCK afTl'HW7yOLS TNtl I, 7M o7W, NFO TTC cwax TL aOCX tldr SHALL BE 11/C- B2) 7/8- RAn CHX--N AMTCWS M7 BC oar: nr ImOLDCntYD xro LAY L AO CUBED14NT p SnCW SM U BC PVAIlrCO LC-10am[ QIX]T LA•rT. . !/i A-20 SCADIS USED 5%U or 1 1/7' LOIc WVl UM ShO A0 SIP,, AND I' MKnR,s/ fOR ICAUS MTH NO STUIb. :; I AJ) W C:IS£ )TILT PITiAi7 STOtiE OR Punier rvv.:"..:�':... ". -- _ -• S2) 3 ANGLE BUILD OUT BRACKET " "" " `L c BC AS kVrAHD °'! ' J (c) AAOg4S f SHi(L or RxLDAz�c .•Lc Or »fie -;ram. O� 77K mcnalm uvrvAcnAzm ALTERNATE La LOCAntW 1_ .1drr F rr1 rzs DETAIL I; SNo W/ n7NG NUT 7. PXRLS WY ALSO ABC Ply IA!LO. PORZQ gALLY FOLLOW ry('; 9LSFALL 1 )7iRI/ d (S/+QT 2 d J or d) DS r TN{T hc.DCRS L� S 6. I G R SHALL B£ ANC Acwctzlq J Cr 1HC o]v7BALTLW Tl)j1£FifY 1 WP CRC SAVTTCR 6 M W ATT &o ro 9rs7A1C pR0^C7 AA�OR.1p ATTACHED TO Cate RGE BLOCK OR A= nZaC SULDWW. 9- SW7rR X4M'fAC74?QlS LASE( SPNLL BE PLACED AT BOTTOM OF L.ABa SHALL RTAD AS fm ONS fAS7ERN METAL SLFPLy. LNr vomit( ),LoPW OLLY C OL*tTY PAWfXT MWAM APPROR PRODUCT RE1V)E�VED ACC F?rANCE NO. U0= (/_ "� TRACK ANGLE kT0NDgTi O 07 2003APPP.O•JEO-AS COMPLYING YTlll TllE 'Y r-r gy�,SO!ITH FLOrUBA UU!1D:tlr- CDIIE �iCONIROL DIVISION O11TF��t' i7.-qJ� p�J •i9%� BUIIIINGCODE COMpLIgNCEOFT7CE PSO[11:cr com L D . hj h' OUi!DErC coOE Ctpt!5ri•1rfr1L uFFIC� L I ACCEPTANCE F�--�-5. (1LV'�� ® 2" x 5"' (Mox.) x .125" ANGLE x :.1/f - 1' 11LIECOINc. !T TT3771PG d 0N0$ERtNO Co, ,L P: JaF_ x s• x� 1no..a D•/i'O6 A 1YAL7LR A HLLR" E. INJr. P. n IM A Ir ! l DADE COUNTY 0.050" BERTHA 57-ORY PANEL AS SHOW SCLLE 7/7/9B EASTERN METAL SUPPLY, INC DATE xcv JJN- A, SOum Bur rwrrx, n .LHEI--uv 98 - 172 DRAMNO Ne RDPo-LI T/1/De ,r I1f CONCRETE ANCHORS CBNCRETf AHCNORS �` (SCE SCHCDULr) (SCE SCMCCU(E) POURED \ POURED CONCRETE CONCRETE \ REOUIR£D� -�\ REOU/RED o \ b p W \\\\\ \\ SCHEDUi£)- FOR M/MYUN SEPARATION 'r TO CUSS OF WINDOw OR S G. D. I. POURED " CDA'e.RET +° ::OR CLT6K7J4.7E; aBLOCK tMal n Je / .00NCREh;"M'NCHOR5 (SEE SCHBOULE) I I I h2 SECTION o ANCHOR L/ I— (SEE SCHEDULE) - FOR AlmmuY +� SUARATOV -S- To o I CUSS of W Mow OR S G. D. 1/f 0-20 r J f- DOLTS W/ 7/11�r J/JY wac NUr o 12 O. G u PDORID CONCRETE OR CONCRETE - BLOCK WALL REOUWED CmL CONCRETC ANCwKWS (SCE SCNCDUCC)\ i ry= POURED ACRE REOL EEOlN(ID� p 1 W \ V h w 2 a —� (SEE SCNIDUfl-1— FOR Y;n. SEPnR. non S.To CLASS OF K%WW OR i C. -20 0 / BOL750)r/ J/32 wm NUT 0 J20. C. o POURED �" CONCRETE OR CaCREZE W BLOCK WALL REQUIRED �v1 Con(. j 5 CmL CONCRETE ANCHORS (SEE SCHEDULE) g Conf � WALL MOUNTING INSTALLATION -SECTION 2 SCALE-: J/R- = r- / ' Yf' 1-20 r - BOLTS W/ 7/9' r J/J2- 4i WING NUT 0 j 12'O C W a POURED I I CONCRETE OR CONCRETE N BLOCK WALL REQUIRED 9 cont. SECTION B STUD. WALL MOUNTING INSTALLATION SECTION 1 SCALE : J/D- = 1- - NQE : DETAIL OF SECRON 0 STUD VALID ALSO FOR WALL YOUNDNG INSTALLATION - SCCWN 7 (TOP) E D. EDGE DISTANCE (SEE SCHED(A.E ON SHEETS S t 6 OF B) CONCRETE ANCHORS A ILA (SEE SCHEDULE) ` IL��>_ BUILD OUT INSTALLATION SECTION 3 SCALE : J/B- - I - NOTE FOR CONBINA7I0N OF SECTIONS WALE"/FLO0VCEIUNG WOUWRNG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY VV57ALLl77ON. COnC:ICTC N.CtIJRS \ (SEC SdrCOUIQ\ ConC - ' POLPED CONCRETE —11 3 Cont. k N REWRED CS W I I IT I I 1 I 1 1 p� j N (SEE SCHIDULE1 `y- FOR kr.L SEPARATION S- TO W CIASS CF WWDOW OR S C. D. I 1 I 2 G I I r{ ai3 Df0_20x/f J/7/ r02MNNrV I L a r2 O. r _ u 2 9 CmL I F POURED W OR CONCRETE , BLOCK WALL REOUV?ED '. - ' n Y W�yur o r2 D. c. ' CONCRETE ANCHORS (SEE SCIffOUCE) . ..••• - 10 Conf: `�.�'r�-' BUILD OUT INSTALLATION SECTION 4 SCALE: J/6- _ T- APPROVED AS COIAPLYING W;TII THE SOUTH FL RI A BUILDING CODE PRODUCT RENFWED DAT��O�L Q5 I U ACCE"ANCE Na Op _ O 6 o 2. - U /- BY EXPERATION DATE O S O PRODUCT CORI . DIV!S'ON Zoo BUILDING CODE COMPL,ArCL OFFI�k .B ACCEPTdNC,r i4oi _Qo_ `-1 • l 10 PROD CONTROLDIVISION BUILDING CODE COMPLIANCE OFFICE IILIEC0Ikc, \ Jr =TAVG t XANW Q11i♦C COMPANY x f. .XGi SL S4 217.. M'(n. LVY`06 fL x1M k WALTER A TROT Jr P. EfIORKf-r N L4 f 167 ,OWE COUNTY 0, 050" BERTHA STORM PANEL AS S UWN SCALE EASTERN METAL SUPPLY, INC OAA .M(A SM An. SW1H rArE roRnr, n .r3.6,-"�' 98 — 172 ,��. we •. uT_ DRAWWO No ' m w-v1 vp/w SIfCfT 2 0f 8 I •F cyu\r'PAN£L F--J'b� 2- x 4 x .115" . J103-HI4 OR 6063-T6 ALLOY Cont. Num. ANGLE — CASE A (Plan) SCALE. 1/4- = 7- —y� POuWO CONCRETE OR a �I CONCRETE BLOCK WALL R£OU/R£D - VARIES S a 6 POURED CONCRETE OR CONCRETE BLOCK WALL REOLYREO II I a ^� Mh . CONCRETE ANCHORS 0 17' 0. C. In N i II OR O OR y \ a OR OOR OR r Max. I \ IIII OR O • BIXT 4- x !' rJ.071- D 1r O. C. JID5-H14 OR 6063-TU ALLOY W/.140KNUT Cont. Num. &CLE i L% r 'x J" x .09J" J105 H-14 OR 6063-T6 ALLOY Cont. Alum: ANGLE WITH ANCHORS 0 lr O. C. 1/4" CASE D (Plan SCALE. 1/4' = I - CASE B (Plan) SCALE. 1/4' 1 END CLOSURES DETAILS POURED CONCRETE OR CONCRETE BLOCK )L'LLL REOUREO r-1.Sg7 CONCRETE ANCHORS n 1r 0.0 Z" r 1" x .055 70 1" x 5' x .055- Co,?. Num. ANGLE OR .OBO" J105-H154 SI¢F7 METAL Alum. BEM PLATE' ALTERN47E LEG LOCIIION CASE C (Plan) SCALE.- 1/4" = I - MAXIMUM DESIGN PRESSURE RATING MAXIMUM PANEL LENGTH "L" OESTGN Afex. PANEL LEWIN y, x RA77MG s.f.) L (1L) (SEE S£CRgyS) [!+62.0, LE —77.0 >8'—U• TO 9'-0" //- POURED CONCRETE OR -733 >9'-p' TO 10'-0' /CONCRETE BLOCK WALL R£OWRED PRODUCT RENEWED ACCEPTANCE Na_QO — O 6 O Z. - C Q- E)a LU ATM DATE. W By I MUL CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE L EC.o IF9c. T7LLJT TESTING t FJMJHEERLHG CLYIPANY Ion ic�r. J���A. iio IreowrAwA Yn¢�iru,n, HALTER A nL jr. P. E - fLORInL Tic / u167 TO.: MWIJW SMAIRA710 k TD rX,455AT7gV J 2 T/4"83I F26, V16--8J T/B' 8 APPROVED AS COMPLYING MIDI TIIE SOUTH FL RIDA BUILDING CODE DAT QG 0 b6 BY----=/=-Lt/A4/-- — FRODUCT COP HOE! D1I 5UILD18G CODE COiuPL:AI:CE OITICE Acrr IATic; r;n.98=o6 r f • 1 0.050" BERTHA STORM PANEL EASTERN UETAL SUPPLY, INC J600 ],ka M. SODM LAW WORni. n M46r-. 47 ULE D4DE COUNTY As sHonrl SGLC 7/7/> e nor• 98 — 172 DRAk7H0 No MAX7YUM DESIGN PRESSURE RATING 'W' (p.s.t); AND CORRESPONDWG MAXIhfUM ANCHOR SPACING SCHEDULE FOR TNSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES E. D. = EDGE DISTANCE MAXIMUM DESIGN LOAD If (ps.1.) MAXIMUM ANCHORS SPACINC FOR E. 0. - j 1/2' „ APPLICAE7L[ TO SECT70NS TT & /NYC THEM UVIMUM PANEL ��� "L. (N.) TAPCONS TO C01KRE7E TO MASONRY RAWL ZAMAG NNUN TO CONCRETE TO NASLVJRY PAK CALK-W TO CONCRETE TO MASONRY CF TAP -GRIP T0. CONCRETE TO MASONRY PANl2M4TFS TO CONCRETE TO MASONRY 8 N/A 8" 4" 12" N/A 10" 8" 12" N/A 12" 5' 12" N/A 6" 3 1/2" 1!" N/A 11' 1 (TOP) 1 (BOTTOM) . 12" 12" N/A e" 12" 12" N/A 10" 12" 12" N/A 12" 12" 12" N/A 8" IT- 17" II/A 17" 2 (TOP) 2 (BOTTOM) 12" N/A 12" N/A 12' N/A 12" N/A 71" N/A 3 (TOP) 12" 8" 12" 10" 12' 12, 12 6" 17" 11" J (BOTTOM) +55.0, -65.0 12" N/A 12- N/A 12' N/A 12" N/A 71" N/A 4 (TOP) 9'-0" OR LESS 12" 8" 12 10 12" 12' 12" 6" f!' 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'" IT- 11" 5 (BOTTOM) if 1/2" N/A 7 1/2' N/A 12" N/A 8 1/2 N/A 6" N/A 6 (TOP/BOTTOM) .10" N/A 6 1/2" N/A 70 1/2' N/A 7- N/A 5" 'N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 12 12" 12 6 6 6 8 (TOP/BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 6' N/A 2 (TOP) 6 6" 6 6' 6 6' 6 6 6" 6 2 (BOTTON) +55.0, -65.0 6" N/A 6" N/A 6" N/A 6" A N / 5 1 2" / NIA / 6 (TOP/BOTTOM) 9'-0" TO 10'-0" 6" N/A 5 1/2' N/A 6" N/A 6" N/A 4 7/2" N/A 7 (TOP/BOTTOM) N/A N/A�N/A N/A 6" 6" _ 6" 6" 6' 6" B (TOP/BOTTOM) SEE SHEET 7 & 8 OF 8 FOR ANCHORS T7'PE & SPACING FOR INSTALLATIONS INTO *DOD FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2" EDGE DISTANCE FDR E D. LESS THAN J 1/2". REDUCE ANCHOR SPACING BY MUL77PLWMG SPACINGS SHOMW ON SCHEDULE BY THE FOLLOH7NG FACTORS. (Min. E D. FOR RANL CALK-11V ANCHORS & EZ.CO PANELADATE IS 2 1/2"). ACTUAL E. D. FACTOR TAPLON/ZWU _1 WuuHl PANOAlATES RMK GKK-/N Ci LW-CTd'P .75 1.00 2 1/2' .7t .50 .80 2 50 A71 / 97T PRODUCT RENEWED ACCEPTANCENa OO-O OZ.- O� EXPIRAnON DAni O8 07 Z.Fa3 By PRODL'QT CONTROL DIVISION BUILDING CODE COMPLL4NCE OFFICE ILECOIN�. LICIT! TTS'T7NC * vow crRiNC COMi WAITER A n//?.Ir P r Af n'OVED ITS C014PLYING 191711 TIIE SOUTH FL RIDM1 6UILDIHG CDpE DATE_ Y I .mo RP -pc qe pIV:S'UR OD.7 D 1;= COix CmIll'AACE OFFICE a 7'.fr7T.=.::f.E t!098= oa�7 DADE COUNTY' 0.050" BERTHA STORM PANEL AS s suLl 7/7/De EASTERN METAL SUPPLY, INC DATT w¢ Wawk A..12,s7-"47 98 - 172 MAXIMUM DESIGN PRESSURE RATING '"itir" (p.S.f.)�AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES " E 0. = EDGE DISTANCE NAXMUM DESIGN LOAD W (ps.LJ . M4.YAIDA7 ANCHORS SPAC/NG FOR E O. - ] 1/Y •. APPLICABLE 70 SEC710N5 / t OF T1/E7/AM 7?ON MAXIMUM PANEL _ LENGTH 7AP[lj7/S 70'COf.CRE7E TO MASONRY RAK 7.0 AC "LW TO CONCRETE TO AGl$ONRY RA7Y1 CALK -DV TO CONCRETE TO 7A4SONRY CF TAP -GRIP TO CONCRETE TO NASL'WRY PANt1WTE5 TO CONCRETE TO M45VNR!' 6 N/A J N/A 6' N/A J 1/2- N/A 2 1/Z- N/A i (TOP) 12' , 7' 12' 10' 12- 6 1/2- 9 //2" 9 1/2 1 (BOTTOM) 12- N/A 7 ]" N/A 12" N/A 72 N/A 9 1/2" A(/A 2 (TOP) 12" 7' 71' 8" 12- 10- 12- 6 1/2- 9 1/2' 9 1/2" 9 1/2" 2 (BOTTOM) 12- N/A 11" N/A 12' N/A 12 N/A N/A J (TOP) 12' 7' i1' 8" 12" 10' 12- 6 1/2- 9 1/2" 9 1/2- J (BOTTOM) +65.0, -77.0 12" N/A 11- N/A 12- N/A 12- N/A 9 1/2" N/A 9'-0` OR LESS 4 (TOP) 12' 7' i1' 6" 12- 10" 12- 6 1/2- 9 1/2" 9 1/2 4 (BOTTOM) 12" N/A 11" N/A 12' N/A 12" N/A 9 1/2" N/A 5 (TOP) 12' 9 1/2' 8 7/2- N/A 5 1/2 N/A N/A N/A 9 1/2" 6 1/2" S 1/2- N/A 5 1/2- N/A N/A N/A 72- 10' 8 1/2" 12' 6' N/A N/A 6' 10" 7- 6' 12" .S N/A N/A 6" 7 1/2" 5" 4 7/2" 6" 7 f/2' N A / N/A 6" 5 (BOTTOM) 6 (TOP/BOTTOM) 7 (TOP/BOTTOM) 8 (TOP/BOTTOM) 6- N/A 6' N/A 6" N/A 6" N/A 6' N/A 2 (TOP) 6 6 6' " 6~ 6 6 6' 6- 2 (BOTTON) 462.0, -7J.J 6" N/A 6' N/A 6' N/A 6" N/A 5" NIA / 6 (?"OP/BOTTOM) ' 9'-0' TO 10'-0" 6 MIA 5 N/A 6- N/A 5 1/2' N/A 4" N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 6" G 6" 6' 6" 8 (TOP/BOTTOM) SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR 1NSTALLA110NS INiO NOOD FRAME BUILOIN65. MAXIMUM ANCHOR SPACINGS ARE VALID FOR J I/2" EDGE DISTANCE. FOR E. D. LESS THAN J 7/2". REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEOUL£.BY THE FOLLOWING FACTORS. (Min. E D. FOR RAWL CALK -IN ANCHORS & ELCO PARELMATE IS 2 1/2'). . ACTUAL E. 0. FACTOR TAPCON/LUNC MANN/ PAN(LUA7ES RAM CALK-N CF W-GRIP S .86 .75 1.00 2 ,1/2" .71 .50 .80 PRODUCT APPROVED AS COAIPLY10 WITII TILE lJ RENEWED SOUTR fl �lorh DUILDIrIG CODE ACCEPTANCE No.00 /, DTiTf QG O6Q� O D l 2. E)MATION DATE O V' O PRO66CTC0n11VDIV,,v-. BYPDUILDI\G CODE p fgllAll'LnOKCfy Dififf RO TC IROLDIVISION ACCEPIANCE f1Dl..U=�U� BUILDING CODE C07API.I wa OMCE tL Gis® INc. r7LUT T)ST7!!G d [H(;VfCERW(, COWPANY rA➢J xr, ,� SL S,u I,), ,ppµ, µy,pG n, y,� Mohr : /b3J[)I-ISO . hi : (VJ,b)I-ISJ! f�r DADE COUNTY 0. 050" BERTHA STORM PANEL As SGLF CAL[ 7/7196 EASTERN ME KAL SUPPLY, INC DATE .MW S,1rt Aw. StJllnf 98 — 17 DRAW)MG M. AUG-05-2003(TUE) 111i GOUPSTREAM 4LUMINUt,.l TTIER dnn'IJ—GUUJ�QGllj U9;L7 UULP�ItlGAA ALUNIflUA 8 ONUIIGB Jon 15 03 m isa EMSL41 u ti. =sa x r scemw nd. 7/r if J/Ir GENER W a ao� Ka nr z n w °taro owe x+u r �e 7. 113: ! tbwtNitil'7'MtM�c►Rotm ,t[ G4 CALYkA1lD �L STPQu pµq aalMt4t e�hawi rot.wo Loamy PLAN - VIEW TYPICAL F�MNEA f►� 56150047.00 P. ONION R l Pam EGREW rave 24 GAGE GALV. STEEL, STORM PANSL 02--08080 JM / JK n4 I ST LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION SCANNED PLAN REVIEW BY St Lucie County 2400 Rhode Island Avenue Telephone: 772-462-8306 Ft Pierce, FL 34950 FAX: 772-462-8466 ew Construction ( )Tenant Improvement ( )Addition ( )Renovation/alterations ( )Shell Only Jurisdiction: SLC F.P.B.: B-04-199 Occupancy: Castle Pines Building Dept: 24041007 Address: 8158-8164 Mulligan CIRCLE Number of stories: 2 Contractor Koller Signature Homes Phone # 772-468-4703 Contractor's Address: 2160 NW Reserve Park Trace City: PSL State: Florida Zip Code: 34986 Architect/Engineer: Turner Architects & Planners Phone # 407-658-4151 Building Owner: Review Date: 5/7/2004 Occupancy Type: Apartments Automatic sprinklers: Gross sq ft: 8,314 Net sq ft: Occupant Load: Based On: Construction Type: SBCCI Type: VI unp NOTE 1. All revisions must be in compliance before the final inspection. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The respective Building Department shall schedule al[final inspections through'the Fire Marshal's Office. 4. Permit fees are required to be paid in full prior to any inspections. 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. A copy of the required revision/s have been transmitted to the Architect () Contractor ( )_ 7. Penetrations through rated assemblies shall be of proper UL,design. ' 8. UL design criteria shall be submitted with the construction plans. 9. Fire Alarm Panels shall be located indoors. THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION IS CURRENTLY ENFORCED. REVISIONS REQUIRED Y_ ACCESS BOX IS REQUIRED ( ) ACCESS KEY SWITCH REQUIRED ( ) L�Model "E" Den/Bedroom # 3: Provide an egress window. Plans do not indicate this. 2. Model "E" Master Bedroom: Smoke detectors are required both inside and outside of the sleeping area. Plans do not indicate this. 3. Model "D" Loft/Bedroom: Smoke detectors are required both inside and outside of the sleeping area. Plans do not indicate this. Reviewed by: / /_ Date: 5/7/2004 Wit. Luck t_uuntt ilutidtn� and Loring Department -300 Virginia Avenue Fort Pierce, FL 34982 61-462-15=3 SCABNN EJ St. Lucie County Design Certification for Wind Load Compliance This Ccnification is to be complctrd by the project design archltecr or cnglnccr. Ibis C—tifiation mus; be submntcd wi'..`. zll 1ppliations for building permits involving the construction of new residence (single or multi- family), residential addition- any ,,=sorry structure requiring a building permit, and any nonresidential structure. This Certification shall not epply to interior renovations (provided that no structural walls. columns oroibrr similar component is being effected) and e`-;tain other minor building permits. For further assistance, please contacttthc'Building Inspection Office at 462-1553 or 462-2172. Pro,CtName TL.rr_ lra" Office Use only Sled Address Permit Number S —9lb IUlltra,tiry =�pr�2 Oecu an T e Construction T Certification Statement_ I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by SC Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1. Florida Building Code 2001 Edition �ASCE 7-98 2- Building Design is (check cane` Enclosed X Partially Enclosed Open Building .3. Building Height. 2- 4. Wind Speed Used in Building Design: 13 second gust S. Wind Exposure Classification (reter to exposure tables.io Building Code identified in Line 91): Q-121a'Alky 6. Average Wind Velocity Pressure on Exterior Faces of Structure 3`) PSF 7- Peak Wind Velocity Pressdre on Exterior Faces of Structure a7 PSF 8. Importance/Use Fadtor'(obtain from Building Cod); 1.0 9. Loads: Floor vF'o PSF Roof/dead —tom PSF Roof/live SS PSF 10. Were Shear Walls Considered for Structure (check one): Yes X No if No, attach explanation) 11.IsaContinuousLoadPath Provided (check one): Yes X No (if No, attach explanation) 12 Are Component and Cladding Detail Provided (check one): Yes No -Cif No, attach explanation) 13.Minimum Soil BearingPressure:2S6'0 PSF As witnessed by my seal, I hereby certify that the information included with this certilicatiori is tvxe7i1[1•- correct, to the best of my knowledge and belief_ Name: R. Qt1t11N�t i uRi{&i2 CcrtificationJ#: 11"497 (SaYEit*cJ Design Fimt: G�. asso,--%x-ms. Date: _ " .�E SLCCDV Form 9 020-00 0 9 2004 Pro.du'ct Review. Affidavit St Lucie -County, Public Wofks Department Code Compliance Division, i'he .following products will be installed in the.structure, located at ViRL Lt GUze-L.0 3uilding Permit # Dwners Name Reserve Homes LTD Owner's Address_ 9700•Reserve Blvd ;OntractOr_Kotter Signature -Homes COntraCtor'S Address 2160 NW Reserve PK, Trace Product Design Manufacture Model Number Mett}q��afchment Pressures YYlnaows "' i 1st Choice 5 -�S 1-UCIEILOUIII Norandex 437/438 TAP CON unit thru buck to 2nd Choice nr �u a.i r{i 3 _ (3 t Av1 Sep a' Pr _1517 masonry 1," embedment min. 1st Choice c}s —t{S V 2nd Choice nr., ,,..dn _5&s� 8 orand x 6 3-r438 R 4Die �s TAP CON unit thru buck to g _ SG 0.s� SLtL- masonry'li; embedment min. v.u•]•] ,V �11G1 Butt Glass ��a --6o Arch �y' K 3 (a' ` a' !;r -o AlllmiIIu FR6D1 cN�f�S tZ��o,C Glass BlockZ Pittsburgh- arreningAr ue illding Glass Doors See Plan Detail 1st Choice -1-45 _L�� 2nd Choice pu.,O,�., l�q 7 _yq Ob6 masonry 1 } embedment min. (wing Type Doors 1st Choice t 4 3 �5FPT 2nd Choice nr „. a., {�� eM. DoorEnter 2 1i10 7" as. endi•24" oc Gen.. Product Benchmark (2)#10 7 ea, endt24" oc )verhead Garage Doors .1st Choice 4-SS V�"XL_5ZB 2nd Choice nrw,e u.i' a c e 37 Lag Screws at each Bracket a .00fing Material Asphalt/Fiberglass Metal Other B 1l'1� 9)Si ESGt�A S .yew �J R111� SI},gN gutters. - - Choice 9•iP. '�.aPA`f � IldYe reYJUWeU 111G UUUYC UU111j1U11e11L4 UJIU UILLUUMg) UNLI nave rovide adequate resistance to the wind loads and forces specli fame: Y�2 all -Toy - - g Signature _ )esign Firm GLrr- 953QC(63. LiLC' art, No,_ nJulmy , tr us ,�n•'�•�wstture•to .P sr' �t;,cc e P.Xoyi,�lo'�'�s: •. 7 `SCANNED St Lucie County PRODUCT CONTROL NOTICE OF ACCEPTANCE Eastern Metal Supply, Inc. 3600 23rd Ave., South Lake Worth,FL 33461 112iAIv11-DA.DE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COrAPLIANCE OFFICE 1vMTRO-DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIA1v1I, FLORIDA 33130_1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2908 PRODUCr CONTROLDIVLSION Your application for Notice of Acceptance (NOA) of: (305) 375-2902 FAX (305) 372-6339 0.030" Galvanized Steel Storm panels Shutter uader'Chapter 8 of the Codelof Miami -Dade Colmty governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance bth County Building Code Compliance Office (BCCO) undye Miami -Dade er the conditions specified herein. This NOA shall not be validjafter the expiration date stated below. BCCO reserves the riht to t product or material at any me from a iobsite or mgsecure this anufacturer's plant for quality control testing. If this product or material fails to perform in -the approved manner, BCCO may revolve, modify; suspend the -• use '&f-Ruch- product or material immediately.-. BCCO reserves -the •right^to' revoke' this approval, if it is determined by .BCCO that this product or material -faiis- to! meet -the requirements Of the South Florida Building Code. _.._ . _ : . r. The expense of such testing v rll be incurred by the manufacturer. f ACCEPTANCE NO.: 00-0919.10 EXPIRES: 06/07/2004 Raul Rodriguez Chief Product Control Division TH[S IS THE COVERSEEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE d: PRODUCT REVIEW C0M11aTTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review in to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/07/2001 Francisco J. Quintana, R.A. '.r Director Miami -Dade County Building Code Compliance Office WS(145000 RPQD0011:emplace lnmice accepm�ce rover pace.do[ Internet mail address: postmaster9buildinzeodeon] inr---rn,,, eft Frn..,,.r,....e. ._---. 1 .... Eastern Metal Supply Inc ACCEPTANCE No. APPROVED I. SCOPE /r 00-0919.10 06/07/2001 06/07/2004 This approves 0.030" Galvanized Steel Storm Panels Shutter, as described in Section 2 of th Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition fc Miami -bade County, for"the locations where the pressure requirements, as determined by SFB Chapter 23, do not'exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCTDESCRIPTION This'0.030" Galvanized Steel Storm Panels shutter and its components shall be constructed in stoic _ compliance with the following documents: Drawing No. 00'252 titled "24 Gage Galvanized Berth Steel Storm Panels", prepared by Tilteco, Inc., dated July" 10, 2000, last revision41 dated April 3 2001, sheets I .through 9 of 9, signed and sealed by Walter A. Tillit Jr.; P.E., .bearing the Miami - .... ._ .,.Iaade Colurty Eroduct.Cnntrolapprnval stamp,yyith_the. Notice. of Acceptance approua date. by..the:lvliami-Dade County -Product Control Division. These..documents, shall, hereinafter be referred to as the approved drawings. - 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against all times. corrosion, contamination and damage at 4. INSTALLATION This 0.030" Galvanized Steel Storm panels Shutter and its components shall be installed in strict compliance with the !approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement:;"Miami-Dade County Product Control Approved". 6. BUILDING PERMIT REQUMEMENTS 6.1 Application for -building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly- marked to show the -,components selected for the proposed installation. 6.1.3 Any other documents required by.the wilding •Official or the South Florida Building Code (SFB C) in order to properly evaluate the installation of this system. 92�6 // - Helmy A. vlakar, P.E. -Product Control Ex amiaer Product Control Division Eastera Metal SnpplY Tnc ACCEPTANCE No. APPROVED 00-0919.I0 06/07/200I 06/07/2004 L Renewal of this Acceptance (approval') shall be considered after a renewal application has been filed ani original submitted documents, including test -supporting data (s) years. mengineering documents, are no older than c 2. Any and all approved products shall be permanently labeled with the manufac following stturer's name, city, state, anc specificstatement: "Miami -Dade County product Control Approved", Was specifically stated in conditions of this Acceptance. 3. .Renewals of Acceptance will not be considered if: a.. There has been a change•in the South Florida Building Code affecting the evaluation of this'prot and the prodricf is not in compliance with the code changes. b• The product is no longer the -same product (identical) as th p. _ e one originally approved. ..zIf:the Aeceptarrce holder has not vump]i%d with all the requiremOuts of this. aGceptance,. including correct installation of the product... d The . engineer, who originally prepared; signed and sealed the required documentation iiiitia submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatica be cause for termination of this Acceptance, unless prior written approval has been requested (through t filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a• Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any oth purposes. 6. The Notice of Acceptance number preceded by the words Miami, -Dade County, Florida, and followed by tl expiration date may. be displayed in advertising literature. If any portion of the Notice of Acceptance displayed, then it shall be done in its entirety. EI 0 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall 1 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job si at all time. The engineer needs not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal c ACeentanee. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. akar, p;E• -Product Control Examine Product Contiol Division 12i23/200'3 01: 41 77228 1 37224 NISAIR AIR CONDITION. PAGE 02 I 12t2312008, tM:41: .'772,2637229 NISAIRIAIR'CONDITIOW PAGE 03' Thw "7bMy,;Mod-02,� A for- me% lnc , 90 �po . . . . . . . . . . . P- repare& 13y.,. I Wo IrArConditfiing� 12/2312003; 01:41 7722837229 __ NISAIR AIR-CONDITION PAGE 04 �ProecttRepoif,-r-" "'� a ProJed.Flename:" - Ga1E1de�F2hvaswlPro�ectslTorreyD2=hv '- ` _ - - ` . ProjectTitle. ; The Torrey Mod D2 Project Date: ' a .Monday,Jurie 02, 2003 . " Cli Name: Koller sgnature Homes; Inc Client Address: •>2180 Reserve Park Trace ` Cllent`Cvy:___F :',P•ortSLLucEa-F! 34986!. ' Client Phone. l 3 7�72�88-471)3 , CompanyName �tVisairglUr Conditioning' , ComparryrRepresentahve Jgse Company Address: 45ot Deckergve , D40a Company City` ' - Stuart FI 34994: Company;':Phonet 772 283 0904 j .k. ReferenoeCdy- ForrP�erce,;Florida'-.`�" DailyT6rt.10 turre Range Madum Latitude, ; ' 27 De greas " Elevation. I 1L" Altitude Factor 0 999 Elevahon;SensrtNeAdj Faetorj`; ,Y,1000+ ElevatfanTotalAdjlFador :" '}A,000 ElevWk eating Adj Factor,, akA,000, , Elevatlon;HeatindiAdj Factor; ; 1000: _I. f - ! Outdoor Outdoor Indoor Indoor r--Grains o `Ib 1Net•Bu b Rel Hum Der u Ory Bulb iDiReience 42 _J P Summer. 90 78 50' 75 61 Taw ljBiiilding!SupplyCFM -n" } ° 1232 OFlu►;PerSquar®`.ft: , ,(33FAClhr) $quare 1t of,Room Area 1!;845 ` Square ft Pei Toq: 0a9' , r ;rc •l Toial Heetmg,Requiied Wilh O.. — utsldel4r 43-� V,Btuh"` 43.421. MBH'-' Total Seesrble`Galn: 274089 Biuh 78 °k Total EateM Gain: 7,578 Btuh: 22 % { . Total Cooling Required WMr 00tsde Air A'kfi7 Bhih - 166,, Tons (9ased,On.Sensible +:Latent).. . Calculations ere tiased'on tt ddrhon of ACCA;Wlanaal J ... _ _.. Alb computed mein s are estimates as bwld!ig, use and weather tray vary. ee sure to Solecta;umtthet meets botlusen�ble and latent loads.° a 12/23%2003 101:41-7722837229" _NISAIR AIR-CONDITION PAGE' o5' llb ;I u ; `Miscellaneous rt i z R Winter rbZ Or 30._,. ��3,: %Summer. 90 78 -iv 50 75 6L09 �- izilgin j MainTrunk Calculates Yes Yes I'Use,Schedule: Yes Yes - f, Roughness Factor. 000300 0 09000 gg Pressure b i ; 0:1000 ir WgJ100,ft. 0 100D In wgJ100 tt ;ATlmmum,Velocd " 4:850 RJmi- 450 ttJftl M®ampm Velocity r ;' .900 ft /miif 750 ttJrrun '' I f' Ma>timutn.Height- 0 m.. 0 m ` r "Wln Rlef +ar T. um �- I InfiltrWo.n- L " 07001 AClhc 0400- AC/hr' Volume of Conditioned Space ;, X 22289, Cu tt X 22269 Cu ft. I x- M588 Cu.itlhr 8 8U$ Gu:ftfir X 0 016T X 0 0167.- `'TolaliBuildi " Infiltration 260 CFM T 148!CFM' Total iBWldirgVOWdon ., o CFM,' z system 1 i i , ' Infiltraton;&Ventilation Sensible Cam Mui6trlier 16 4g a (A 10 XF0199,9*X*15 001Summer Temp C'dference): ," , t Infiltrehoa;8- Ve��atiamLatent`Gam�Mul6plller 41 50 � 68 X;0 989 Xe61 09;Grafr�Drfference) ,, Infiitraton:C Uenhlation Sens�blerLoss Muj6plier 32 97 ='(9 10 X 0 999 X*30 00:V1finter, Tempi{Di ference) . . i I Ci i 1 12t2312003, 101:41 ., 7722837229�' NIqAIR-AlR`CONDFTION -PAGE" 06 1 -27=91 57W �4,,§RTT:��74§3 -1 E W-711 .. :A=-, 6 it '7'578', 34M7 -43-421 564 1 Hall 65" 485' 13' 693' BIG, Af 1-4 348;- A25, 765 23 26 26 14 ­3-.KM9rW' 701', 4A77 ,�5,652 73,; A55, 2-5 `46MW"' t -t36G- T 895, 9�',;l 62 1-,54 166! 6S.Bdrm'93, f821"' 2;2' 7918 4, �6�Bdrm k� 1,643- 11 4,639" . _c � "'41M di -164 2m5 V �:Ui �2854, �563` L , �o 1136, �- 352� 1,1733- 416U 23 63 63 1-5 t qmsttr 70 , 5i• M: .j 12/23/2003 101:41 -7-76�2�037229 NISAIR AIR CONDITION 'PAGE V -77-- Ipp 70 roomX64V labsorbing, m6talfrarhezwfth7break, grduhdreflectance M32;coverage, darkd ' color .drapesmdh I qow,weave §iSin-WOamheat ; 1448 4; M- 0 4,888 4,688. , absorbing, rfiefallran*v ¢leak groutid r6116L 'Zolorldn-e l TL 22 0 .,203 ii&d 20, 4 *"prZhdiMiBlock'_e�sulifione. .,@nOxppor� mer stucco, open core i plus interior fin 2432A 14je$6 8A54 -8,454j 11 6B4�$ 4,520 A 9: R P, -29 ph -.�or _fift.Sfilridlei V- Dark.Metal;�TanandiGravet mbranejill insulaflon 22A 0- pm -.11po trisul ,nq,- 139 -4921 r; passive; heavy i r 2r1P 19 Floor Over open crawl space or gaFge' Passive 752 ;128 0 377 317 77,: 021, 78T, ' 4 800 92 0 0, 0 616. 1,935p 2,551 _VVijr6e',C'FM:r'260, SUffimer.017MA48 8;5W 6,102 ��;447.�� 8;6qp�' V� "V ' - , � - '. Orj-ll - " e : Wiftf. CFM'- 0;tuftirfi6r'CWv,0 0 0 -0 - 0.'� Total Budding 43 421 7;578 J,ri Total Suildin Su PPiy OFM--" T232�7-O'l-ACM)7,77- --CFMjR&7S4L7@fi! fVF- Square f�l ofk;o�i�66�' IyMi Square 0erjton:- 639 _qp j: Total - 3, Wswe A-r.- . '; H, �� -4 -421 -lBtUK-.-, '4314-2V NISH Heating jRequired Wth e- Total S1bl .Gain: 27,0$9 8-1i4h TotallatentGafrt 7,578ir Total Cooling 4Required Outside Air 34 2 89 T6-rtsi (Bpsed,p -Sensible*l slant) Calculahods All computed resultsgare estimats,as;building useandWeather may vary 12/23/2003 "01:41 7722837229 NISAIR AIR CONDITION PAGE 08 -1 hb d. Glaan"bgte pane sliding glaw.'doar, heat- �`144:8—; -4;692-- — - 0 4,688 4,688 absorbing metal fume withbreak, ground reflectance =(,0.32,.oj- onrisectscreenwRh150%,,royerage,dark aolohdrapes,, lWloose weave with M coverige 11 D. DoOr�SO1K1 Core• 20 234 0 203 203 AA2=Vapor Shield Watt-9lack ; R-4.1 refle�ve insulation andwapor bamer Stucco i open core ;Plusintedorfiniish 2432.4 1.4,669 0 8,464 8,454 ,166.19' RooNCelGng-Under,sMr or knee ,waly`Vented 1845 ` 2,717 0 4,690 4,520 'Attic,NoRaCi fitPa@rfer,.DarkAsphalt-Shingles ;or Dark Meml, fTar+and Gravel 6'r Membrane, R-19 insulation 22/kpm: Floor Slab:on grade, No edge insulation,;no 139. 4,921 0 0 0 .insulation belowfloor,,any Poor. cover, pa,:;tieavy dry "or light wet sal 20P 99: Floor Ovgropen crawl space orgerage,,P.assiue, 762 1,129 0 377 37.7 R49..614�1efion,anyoover ,_ ; `.SubtoWsforstructure: i 31;596 0 21,787 21,787 People; 4 800 92.0 1,720 gi merit '. `Eg_p .. ! 0 0' Lighting:' 0 0 0 Ductwork 3259 616 1,935 2,! 51 Infiltration: Winter CFM. 260, Summer CF.M_1148 8,566 0,162 2,441 8,409 ;, -Ventilation: W,4ter;GFM: 0, Summer CFM:'0: _ _ _- _ D 0 0 0 ,System 1 Torrey:132 Load Totals: 43,421 7,578 27,089 34,667 SupPIY'CFM 1°232 (3;3 ACfir)_- - CFM`Pe7 4uare L - "-`- 0;068' ' Square 1L of Room Area: 1;845. Square'ft Per'Ton: 639 78 % 22 % 2;89, Tf IW23/2003 {01:41 77.22837229 NISAIR AIRzciNDIT16N PAGE 09 A aR• u % Y 7...v rt. �e....K_ �:. x.. _..�.'-. x......".�.^'.'v,.e.... ....�...�.._.._.._.....__.. ._..,.�.. ....._. .�...---_�_�._......n -..m -.._... ....r ...`... .._... System 1, Zone 1' Summary Loads (Peak,' OiW 1A hbo_,Glezing &ngle pane aperebfe Nnnd„ow heat : " " "- 900" 3 240 "-" , O-T 3,545"` absorbing, metal frame with txeak grouifd reflectance =0.32;:outdoormsectscre®niwith�5U%coverage,;dsk - > cOlordrapes vMh;loose weave,wrth,25%;overage 1A hb� GlaangSmgle pane sirding glass door heat- 144.8 4,892;' 0 4,688 4,688 absorbing metal flame wnitn bleak ground retlecta!tge• i =.0.32; Outdoor im*ct screen withk5096,cc "araa -a, dark' cOloudtapes with.loose weave wnitn 25°%.Cogenge "11D DoorOiCorn = ' _ 20 234 0 203 20$ AA2 Vapor',Shield Wsll Block,, fZ41 reflective insulation ' t - , and-vapor:barrier ' Stucco open plus interiorfinsh „ 2432.4. 14,6B9., - 168 ,19: RooflGeiling-Under athc;arrknes wall UeMe'd. 1845 2,711 �0 0 _ 8,454- 4,620 ` ' 8,45!F." 4,520' At6c,;No Radiant+Barrier, DarkAs{�haltShingles or f Dark,Metal, Tar-and.Gravehor t�amb[ane;,R=19 Insulation -2 A pm;'Ftoor--Slab on grade Nosedge rnsulaitart„no 139 4;921` -0 0` 0` insulatiombelow floor, any, oor,coverpassYeeavy; ' dry orlight u♦.etsoil 20P 19 ;Floor Over: open crawl space or garage, PassA!®, 752 1,129` ' . 0 377 377, R 18.blanket<insulabon, any:cover - ' ;;Subtotal ferstnrctur'e. 31z,596 >. 0. 21,707 21,787, Ptwpte; 4' f. _ Boa 920 1.7Z0.: Equipment 0 ° 0 ` Oi Veh9C Dud►wrk: 0 �. 3,259 818 O 1,935' 0, 2,551', Anfillratian::WinterCFMa280 SummerCFM:'148 8,566, . ' 6,162 2,447, IBAD9 System 1`; 2one•1 Load7otalss +` 43,421 7,578' 27,U89: 34,667,` 'Suw- Tun _._. : 7— , 123P' (3_,3,AEAir)' _" CFM Pef Squ ----- - __-.- - —' TOW Sgniare, ff of Rbom Area: 1;845 , _ .- Square tf Per`Ton: i, _ - 639 :rTatal,Heeting Re-qu'ved: "i= 43,-421 Btuti _ 43;42T MBH Total,Sensible Gain: 27,089 ptuh 78 95 = Total Laterd Gain; 7,578 titoh Total Gaoling Required: 34 867 Btuh 2-89 Tons (Based On. Sensible * Went) i3alculatrons arg based on'8th%d18onACCA Manual J 1 Ail computed resuHs;are esGmalesas SQ" - use and"wddthermay Be sure fo:.selebt a unitthat meets�bathlsens�ble and latent►Dads ' i s 1�1/23/2003 Igth 73 OILAL£ . SYMMNUMW 1tl7 5;Qv it } 2orie Number _ sqR SupplyfPur•: h� i .. 80@... SuPPsIYaWr�Chaig2s,_ .,�.... _ _ _ 620Av dihi f , Reghrtad Vent fRegsters. 1', >. $, Acitial{WrlterVent 3 t y2ZIMM£ r fi6fCentOf$UPP�Yx.i ` uctSrre _,� v 4 in j Actualt5umme[�Vent. � � r Velocity` � �, 4 253tt/mm = � , Percerd of,Supply-[ ,� ss w tl 7tlt1 m rJ=100 SrAcWe! Winteraliifil ie._,_ �Ykfi .'�{..'[1'R7�4mui:r/1Y1flfF'sL��`n1:C7rierin��In51.F1: ,_. ,.. 'yKOOII1101815 .�r s c ;;, _ yz 773- g07t5 4 I 4 1 i t f = gI e �r t 1 } 1 r £l t t is , T'1 LPCJ� c--ouJ.l ul-d9'1 I ILZ6J IGGJy` aty v� �.Koom Length � a � 4 R s r a i t � r ` 1 a I E 577'= u g12:/23 s - f t� t �C iY � l k { stem Number °; 1 , e�Numbei 1 tl Pply Au Changes 5°8 SgCrtir= � _ gwied,V6K 00 GFM ` WaltWmterYent � t 0' CFM" .� rceht of Supply 0 foal SummeraVe 0 CFM� t �centofSupply-�� �^Oa °.6 = dial Winte�ralnfil s , 29t�CFM' � { � ,� c � 6 D ' r 1;a�13f 5 4 U' 9o5e, 324 `-`648r 32Ast a 0,` 64,8;� n ':"0 _ � �,424 OOiT�« `" ^62;. 24,4 Q$1 _, =. • 5,652 761R 3,418t r t § i � `f [ r3 �p _ tl NISAIR AIR' -CONDITION = PA r i " 1 j t t R T .f I f , i IQ- 5 3l2003 �01 41 {77.22837229 s� � NISAIR AIRa CONDITION", '. t 14 0} R. System � ;13"0"tt Zone Number ' 1 t; 182 O sq it s Supply Air 100f ChM * 9s�� ft. SupPly'pur Cha�gea t 3 54 AGhr� 1,711 0 tuft Regwredtl/esf rd 1 z Ac�uat Winter Vent 0 CFM f r 7 U0 CAM ` Percenttof SuN.A�fi"Vpply 0 95 � ,, � � 6 m a �"Acual SummarVent 0 GFM r 51r3+ tElmm 2 PereeM ofi5ypply , ,, . 0 ?jF', f +4 2 k YA r E i 1 y . f k +s, - a ' 4 .. , i 12M/2003-f0JI: 41' 77,22837229 Mf,SAfR-,AIR CONDITION PAGE; 15 13�W,k 20 Supply Aln. 164CFM 'C/hr g 11 1p i V GFM-- Z" -0 011 W , 18, ,N -WAl-,AA2;ViO6r 9A I IMS, - ;0.201-' 5,0- W. ?N- GL*,-IA-,h - f5", '40i O.,0501 Subtotalslbr.Structure: , -30, Ductwork1-1 10* :34�1 rpe Pid7' do M; IT .72 32.4 wg;, ol 0 77;: -257" '�/.2312003 -101-: 41- I '772263722§ NISAIR AIR +CONDITICN PAGE 16 1 Im qulred,Ve VOIUFTfe,. Re U, "Iste O� qf'mt Nurhbdr-'6fRe m g "4111 —1. C _FM" R,p ut Duct "Rumut, elo. Ifl, _ -Den CFPAf MW is OIMAZV#p .W1'f �q 1h1btdA3,X'94 A. -11 0 14,6, . '� I I _'. -, , _ uotsu 1,320i 3 ! lift 3't, 21350i,' UNC 4r 21 72` JSubtobilg Tar SWL-fime, 2 W2: 0, 2,4,45 MMIMit:211�:8 rrf.,, 12.4 .3A7C- �rik og515 205,F DuctAork: 01061v I290tl, ... ... . 8 3;888 e 1A A­ f'i .12/23/2003 MiAl 7722837229 NISAIR ATR-CONDITION. PAGE 17- System lNu Nre l'I'A fL ZoneNumbec, Areb: 1§4.9sqAt Supply Ar- al, CFW ceilg,ei9ht°I 9 Cf 9tpp' Z6 AQftr Volume:L j409 cuAR 4pI CFM UqmberqfRe'lste g I'l 1 Actu irrWrV6ntl: VV :M CFM' --al, Percent &Sijpply��' 0 W AG6al.StJnlmWPV MFIL- 'o' r p 'unoutAJrVblbcW. �'�-46V fLftIn Percent upply-: 0 ' LZ- 0AA00A AcW&I"#e, 1 113, C%FM=0 75 nMA R Actual 7- l- OMNI; IFAMMI Ill Iii;ll:l W7'WdIPAA2'- X701 67--W-2 -,.0— --� 5 794�7-' -'-7 '5.4,� �7 7 Vp UP-GeiF.47 16F014XII '154 Q:Mr 1.5 �-:220 23 0 -Moo OlIX14 .154 O� r Q5( - ): .5 1 231 Subtotals for ftre- ucw " 1,251 0 1 116 3 12,i 7 Sum.:" 1 72'_ 132 3.176, 0.904: "301 1'1 0.077, 51, 9", RoornTotals: 1;8134 fj, ;38 12/23/2003 101:41 -7722837229 :NiSAIR AIR CONDITION PAGE, 18 .:4Inv a,W- � . y. --- - - - Mw.- nf' ME 12 701� "I'll UM, m 'M I I Wl 0 Xlm IS -Wall W.4VaporSldle frGS 19:20'1' 6.0 !W3 1.8. o' 170 WWall-AQ-Vipor St*elIJTX'fo' 40 6.0 181 SA 0 162, ip--41s�IA-.h '�h sz."100% '09A s i3o t i14 172 32 0 02 — (2) ,W -GlrlA-h"llsft"-V looss ��1,2r 32.4, 0 AI '(2) pit PPS -AM-4632M2 0 2.5 0 941 P 52 3�.A 1Flo �!"841 OX'- 0, o" Ti357 51,6-- viT 1-im 0:907. 7,177 - 0.901 73Q 0.0t7 in 316 I.Peopfc,200 lWpet,M0,-qeWper. 2 00 :460, :Room Tothla: 9,Z23 1j705 "--5,310;1 II I � � 0 1 0 �♦ n•aT3N.sc.,F.�.. ,SN� .�:a MR-M. biA Yn`3^x.',k�wv�n . L v aa x•..is.HS1a� �Cr c':"""x�"S Z " a'woaT�nK #.3a�'w�h�' a,}�,i"a`P`-'��',"`.E•y.RMagwAll, cGx„a• v.�4� ^ ,7&""�•sy1.c`5 w<;^ % .�aa.Y,�A'`�L.a�iry•ITynAi[\'2i'\�>;''P,AI Yaµi . �"3'C.r \::.ral :e��M1m �h..ti _ r( E iy* .�i:x�aii{A I.wa:/�.%x��.hi�.W',.�.:✓w...... �f 1 1 1 11 1 •1 •1 o _.e 1 :1• :.mil A-)"1 e MEMO; �..$1,..... �53^^e�k�;...'�»,X:�Sa•`k .3'° ..::.�^5:^'sw. .1 1 .. •:+F'`'+"�. �-"cSn;yw�>..,.�.Yv^��.,�'d°� 11 1 r "s�;$X2�,',�,�Sli'��� .i 1 _ _ � 1 1 FORM 60OA-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: Lot:, Sub:, Plat: Permitting Office: City, State: PORT ST. LUCIE, FL Permit Number: Owner. KOLTER SIGNATURE HOMES, INC. Jurisdiction Number. Climate Zone: Central 1. New construction or esisdng New _ 12. Cooling systems 2. Single family or multi-fllmily Multi -family _ a. Central Unit Cap: 36.0 kBtu/hr 3. Number of units, if multi -fay mil 8 _ SEER 12.00 _ 4. Number of Bedrooms 3 _ b. NIA _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft-) 1847 ftr c. N/A 7. Glass area & type Single Pane Double Pane _ a. Clear glass, default U-factor 0.0 ft 0.0 ft- _ 13. Heating systems b. Default tint 227.0 ft2 0.0 fF _ a. Electric Neat Pump Cap: 36.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 R2 HSPF: 7.50 _ 8. Floor types _ b. N/A _ a. Slab -On -Grade, Edge Insulation R-0.0, 165.0(p) ft b. N/A _ e. N/A _ o. N/A 9. Wall types _ 14. Hot water systems a. Concrete, Int Insul, Ezterior R-4.1, 630.0 ft' _ a. Electric Resistance Cap: 40.0 gallons _ b. Concrete, Int Insul, Adjacent R=4.1, 850.0 ft' _ EF: 0.94 _ c. Frame, Wood, Erdcrior R-11.0, 170.0 ft' _ b. N/A _ d. N/A a. N/A c. Conservation credits _ 10. Ceiling types _ (HR-Heat recovery, Solar a. Under Attie R-19.0, 1093.0 ft- _ DHP-Dedicated heat pump) b. NIA _ 15. HVAC credits PT, _ c. N/A (CF-Ceiling fan, CV -Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup: Unc. Ret Use. AH: Attic Sup. R=6.0, 150.0 ft _ PT -Programmable Thermostat, b. NIA M2r4Multizone cooling, MZH-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 24894 pgsS Total base points: 25553 I hereby certify that the plans and sp by this calcula' compliance Energy Co(X. DATE: I hereby certify that tt compliance with the F OWNER/AGENT: DATE: ns covered Florida as detigned, is In EnergyGaugeO (Vers Review of the plans and specifications covered by this calculation indicates compliance. With the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL:. DATE: )n: FLRCSB v3.30) 12/23/2003 . 01:41 -7722837229 NISAIR QZR CONDITION PAGE 21t ,'. ENE, GY I. Newwneacuctionmesiatieg 2 Sie&haellyor.muW- may 3. - Number ofunils,ifmuhi-fatm9 4. Number of Bedrooms 5. , In this a worst caM7 6. Conditioacd Boor area (fe) 7. Glans area & type a. Clear -single pane b. Clear -double pane o. Tretlother SROC. single pane d. Tint/other $HGC- double pane 8. Fbff ypm s. SbibAn-Grade Edge Insulation b. N/A a NIA 9. wautym a. Conaebr, lot Insul, Eumior b. Frame, Wood Adjacun c. N/A d. NIA e. NIA 10. Ceiling rypm a.Under Attic b. NIA e. NIA 11. Ducts d Sup. Use. Rec Uno. AM Attie b. N/A W.,-Sub:, PjBY , PORT $T.'LUGIE,:FL, Now _ Mai&firmily '� R _ S Yen 1847 fl= Siagle Pane Double Pane .._. 0.0lp 0.0IV _ 227,001 0.0 jr — 0.0 &' 0.0 V _ It 0.0, 165.0(p) A _ R 4.1, 14W.0 S' _ R=11.0,170.0 W _ R=19.0,1093.0 S° _ S,pp. R-6.0,150.0 tt _ 12. Dooling sys rnv e; Ccut al Unit b. NIA .c N/A 13. Heating eyatems a. Blecticl%Ytpump b. NIA q N/A 14. Rotvtatersystoms a. Eleouio Resistance b. N/A e. conaftNafim weft (HR Hcd rccm-cry, Solar bIiRriedioded beat pomp) 15. HVAC credim (CFq lingfan, CV-C,osavamilatioo, BF -whole house fan. . PT -Programmable ThermoaM MZC-Mulfimee eeoling, M7-&Multizone beating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before finalOtherwise, a new EPL Display Card will be completed based on installed Code/cotitres. Builder Signature: G— Date: -&-' Address of New Home: MtXIJUC A PK Ct[2eLt� CityRlL Zip: F L I q se, Cep136iO k9bAr SEER:12.00 Cap: 36.0 k8talhr _ HSPF:7.50 CRp; 40.0.gallons EF:0.94 PT, *NOTE: The home's estimated energy performance score is only available through the FLARES computer prpgram. This is not a Building Energy Rating. Ifyonr score is 80 or greater (or 86for a USEMDOEEnergy&dlM designation), your home may qualify for energy efficiency mortgage (HEM}. incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffa gQ ff4rsion: FLRCSB v3.30) 12123/2003 !01:41 .7722837229' NISAIR AIR CONPITION 170112WMA-2001 I A, SUMMEWCALCULAT,, N, Residenti6iW.hole.'Roildi'ngP"r, m, ah cel Method ADDRESS' Lot Sub: Ftai: UPOR7 CiUclE, FL, PEI .1ei X Condiltioned X BSPM;.-- Points - Fluor Area Typpmc "llp - rd side, tore , WALL TYPES ' Area VH§�- Points Aijkoalt 70.0 030 119. Fx" 14M.0 'J.90 .2872.0' Dag Tq": ,pqQR TYPES Area X-7BS-PM, P910, hij cd 20'0 AIGO 3217'' 20.0 '4-fM ado, ,B4S0'tctak f0,0 12U, `.CEIILING TYPES Area X BSPV Points. Unde Attic 1093.0 ;213 2t28'7 'Base Toni: 1003.0 2328.1 :MOOR TYPES` Area X BSPM PiAntu. 165o(p) 31.8 5247-9, R2hsDd 0.0 0.00, 0.0 INFILTRATION Area X PSF-M = Points, 18.47.0 A 25430.6 PAGE 22 Details TO: Omt Ldr� rea , I Hsit, A- - X SPM X SOF-!Points zo I 7.0 Skq 47.9-0 0m, S 13.01 7.0 - 36.0 39.54 0-50 7161 :E '5.0 1 4,0 9, 0 53 27 0.47 227,.,g ,E Zo 5.0 1 -24.01 5327 0.81 103M�� E 7,.0 a.0 64.0 5327 0.00 202M E 7.0 6.0 A0,0 5327 0.49 103911 7343J RI Malue , Area X SM, = Points 1 4,11 u 1480A 1.18 1748.1' 111.0 170.0 0.70 119.1, Area' X! SPM PCIOS� 20.0 410 W Im 32., WValbe Area; XSPM XSCW= Pointig 19.0 1093.0 282X 1.00 M m 100.0 30n Riyawe Area X SPM = Pointc ErteMyGmigeS DCA Pom SDOA-2MI 4001 FLRCSBV3M Area X SPM Points 12/23/2003 {01[41 7722837229 _ 'NISAIR AIR'CONDITION FORM' 600A2001 ". .S,U,16'AMER.�CALCUI: 'TIO�NS Residential 1111ho1e Building Perfb ance Methc ADDRESS' Lot; , Sub. ,; Plat ,FORT T LUCIE, FL, PAGE 23 A - Details Summer+Base•Pomts . , : i 35141': 5 Summer As $ullt PowrHs 1 33588:2' Total Summer' X ' System += Cooking Total X Cap X 'Duct X System X Credft,' — 600ling. Points WuiLplier, PouiLs Component Ratio. Mu@iplier: Multiplier. MuHiplier• Poirrtss ' -- - (DMzOSMxASu) _ _-ZT; `, 36141.S - 0.420 , .F° 11499164 335882 3* 2 '1,000 7:00 (1087zt 750 %.7,10) 02B4 4i 375 0 284 0.85Q 77A674 , 0 850° 12467-4. FrergyGmM"! DCA Fam BOgA-M I BMgyGBW*-IaRk&2001 FLRCSB.J3.30 I I 12 W2003 1 01-141 7,722837229 NISAPR -'AIR, CONDITION PAGE 24 1FORM 60OA-2001 - Details LASS... 011 Bvvpm; 0 nts n,-,-,, Overhang{I X: POI nt w C OrTdL� XMPM -.I �� , , 7,0 I-- UI will 7.0. 4, S1 'J" 2-0� , , n9K I 3.0 smz -nnt,-` 'I'T.0- KO 10-08 fp� 1,� F S.0 1 4.0 9.0 13.04 721 1414 2.0, .04 5.0 24.0 13.04 1, E '7A 9.0 64.0 13.04 112 E L 7.0p 6.0 40.0 13.0.4 Mb 'MS.1. f 227.0 �Lft4W, WALLJ"a�, AT X, IwpM _ Points, r AMqFj Cc &,I , 1480.0 3.31� ,4891.4 14W.0 iOb 2R60:0I Ad"nt '11.0170.0 1.80: f306.0 AIN DOOR TYPES{ . a Are x BWOM, Area 'X W F!oInts," ".Adjacent2D 0' -400' 80�%t 2010 EXtCtW'JMlsW. 16Z0 0 ritinsu—, 20.0, 4.06 'Base Total. 40.0 IMO i :MiUNO TYPESArea'X"! �rp3m rm: Type Rhaltle' Area X WMIXOPM . �= p oints,. urkler-f 19.0, 10910� 4.87,X1= IM-0 t.FLObF�,,,,rYPES,, Alta, X�twpk; T R-,Va W!� I Slab_ 165.0(p iso M2.6 1 0.0 • 1,110.00 -0.0, 1654 41M ;INFILTRATION I.Afe I ar'X 1,BWPM,'=,,pOi Area x I wpf�4 Points I' 847iO • -12/23/-2063 01:741 77228872291 'NISAIR-AIR -;CONDITION - PAGE " 25, DeWil.hs, 12/2312003 011:41 i 77228372 1 29 ',NISAIR AIRrCONDITION --PAGE,'26 12F23M!213 01:41 7.722837229: NISAIR AIRCONDITION 'PAGE 27, ' F0RM,600A-2001 f . Code C°o I prance {Checklist Residential Whole Building.=Perfo 3 = ante Method A -Details .M-22 OTHERVRIESCRIPTIVEiMEAM$ i "SElwm ' RESt mustdlO met DTr'exceed", ::an restaences. _ -. ME Ira-meN3 - - = - CHECK coMpGmeNT5 1 __--• WaeH-,--1 . Wci�kcCukd&aadh- ,breaks. electric ;ancutolfi must De:prov`ded. Mimal:or. buA4mhed trap r MIred. _ "Spae B treatedippds,must tmicorers (e i0*,sd07 R . Nw-*O 'Maefd3t Poole `. - SWNrrt gvt pool9 & spas 6121. •mrist have a pump timer. Gas_spa &Pod hee_ less must how a minimum thermal 3hw heady. j - BT2:7. " tWnlerfbW.n'0.5t.be reeRidecl fa 110 merettian 2.5 lows. minut®.af'.BO PSIG.. .. AB duck, flltings mectfeltiCtll:eyUipato0t antl;Ptantiln:chambor� shallibe medtankalp/ 'Alr�fah(ti Rbn S s. .' 510:7 f . i shaded. scaled irreuww; and vehJliedin� 000id9nce will, the Marla of:Secom 610. udets in unooridhaned athcs:111-8 min. i mletiort. , Separ�e rea !,acw�7de rrranua! a rlutmr�lo t,(s eadi 'CeAlrgs-Mkr: R491Commah,W918-Frame: R-111 1 orCBS•R3 both sides: HVAC Cohbvls W7.I _ Insulation 6174s1, 6021 Common cBlling;&.tbers RA 1. EnargyGaugie^a nCA Form 600112001 EnwmrGaugawFlpRES 2001 ELRCSB v3:30 PAGE 02 SCANNED BY St. Lucie Cwty 17/23/4803 V'.03E09 7,722837229. NISAIR AIR CDOITION "PAGE 03; Kotter,;Slgnature,Hom�, Inc: t, I- 'ION 12/2312003 63:09 7722837229 NISAIR AIRCONDIT PAGE 04 Eiie_'n-tPh ne 7 - 72-46B4703 Company No 9: k6airAir rConclition'Ing PpMpany Re' "ntatIm. Jose Cdnipsny Ad Dbqker,'Ave .'-1-1 D,40,4, 0 mp,a,p,y 6 , it, Fj, 34994', cqrnponyPtf6ne:, `Re-16rp F p npe Deily TemporkWro_:Range : 27 1046rees -Ei" P, Allrtude Fa i El1 .0001, - - - e-vation r Elevation E16VEiti6n r _01 levatio'n .11000" In Outdoor Outdoor. -Indoor Indoor Qfift, �D iBulb I Diff rvi8u W_ ry Winter- cy 66m or in 75 _011diff ToffiliS ,g-SPFp­ -,, -TA7 �7z(5131AM pty7 327; Welfbofftorn,Areu- pare, Sqdqi� P4rTo R qjj f6djVT d I G Total Cuoling�Required WilhjOulsrde 7, 14 Cildulationk-e-r—elbased ont8th?edi6on'offACCA All compute&resutls are tkil ingus4'andweaMermay very. Be sdmWsel ,a unitthat m to as 12Y23/2003 j 03:09 7722837228NISAIR AIR'CONDITION PAGE_-05_ ` Un R _7 "Ves es - Use Sc eU ,Yes Yes Roughness 300 or-. Pressurd )i6bfc - 0-PMinm01100A Aj— Minimum Velocaty: 650 ftJmin - 450 N/rhin MaAmum plo 760 kAWn Minimum e. in. - .Mwdmurn Height Din. -0 -in. J �7- I— Winter' S Infit"ton. wI'mu"AC/hir'-­ Volurne,of iCu.ft jhr' r X, O:0, T t TotaUSuilding Iftfiltrati 761, M, on:- '401, CFM _CF TotaU6uiidin` \j' g, ontflalfqn: m' = a InvenlJIaVdwSen _.GEjmj Urdpljer,r% 1 &-46(41 W(M969, X i SdDS(jmrn_er.,T Infiltration,&VdfifilationIatanit GainftItipkir -4V550 : - I - Infiltration 8 lei 9 Ifff n .,e� o 1 9 ().qQ, V� .7 9 3 lY/23/2003 403:89 7722837229 'MISAIR AIR CONDITION . "'PAGE 06`[ 501 1',327 - 1';327i= 105 401 ,,409 - 34 ids 161 ; "1 2-5 139-- 489 "489f' - 3t8 153* 276 = 278`:. { 12%23/2003 1,03:09 7722837229 NISAIR'AIR.C13NDIT1ON PAGE 07 TIOW Bu/Id�n Summary loads . i r 1A 9,pa ew.o " 15 5;086' Oi " 121W, 12 545 ebso_rbing;n g break, grorou�nd fleedence 0.32, ontdoorinsectscreena th 50%,00verage, dark colord'rapeswrdn:l_oosa weayewwrth 25%IoWerage IA-hb-,& G aangSrngle pane; slidrng,glass,docr heat:; 1,04 3;310 0 3,368 3.M8 absorbing; metalirame wilts iireak, ground reflectance" =A32;ouldoerinsectsareeniwdh 54P/o eoverage dark color drapes witi'iloose weave with,25% cdverage ' 1113: Door-Solid'Core 37:6 440 0' 308 < 308_ AA2-VaporS'h'eld: Wall -Block, ,'R-4.1 reflective insulation and.vapor barrier Stucco open,core plus tnterior•finish 1303 7 868 0 2,3-U 2,333 126-01ow- WW617rame; R 1A'insr lationAn,.2O'stu_d Cavity, 227.4 662 0 30 30 no+board iesulatlon, brickzfinsh, woadstuds 16B-19: Roof/Calking„Under attic onknee:wail, Vgnted 1531 2;251 0, 3,376 3,378 AMC, No Radiant Bamer'pa*AsphaltShingl'es or Dark Metal, Tav- nd Gravel or Membrane, R-19 insulation 22A-pm: FloorSlabron grade, Noaedge:insulation,:no 188 6.655 0 0' 0 insulation 6,low:floor, any floor cover„ Passive;,'heayy dryorl' wetwi - "Subtotals for structure:: 28;322' . 0' 21;8i60 21-'100' People: 3 600: 690,` 1,2on Equipment: 0 0 0 Lighting: 0 0^ Duclw *: Infiltration: Winter CFM:176, Summer'CFM: 101 6,427 6" 5,811 4,180 4-.N2 S,506 1;6615,841' Ventilation: MAnter CFM- 0; Summer CFM: 0 0 0 0 0 Total Building) Load Totals: i 38;560 5;424 291,173' 34,597 "TotaliBui@In9�Supply CFM 1 327 , (5 3'ACltr ' - CFMipef Square'ff: R' 0;867 SquareR:ofRocm+Hies 1,5$1 Squatef Per Ton: 531 Total Resting IRegwreiiaWith,Oi>tside Pur 1738 560 iBtuh 38;560 MBFj, Total Sensible GaInE 29,173 Btuh 84' % Total Latent Gain: 5;424 Btuh 16 % Total Cooling Regufred tArdh,Outsde;Aie 34;597 :Btub 2:88+, Tons:(Based,On;Senslbie.4 Latent) Calculations are baseif,on 8th�edfion of ACCA Manual=J' "' Alcomparem,:eathe-r�mayvary. 8e2sure to seie'a's yitdhat meeats,[bohseb+and�late M loes " i T '12%23/2003 03:09 C,:o 77.2283722-9 ' "=NISAIR AIR'CONDITICN PAGE 08 1 S tam 9 7orrys Su - # y P,'n, ds,Mod �E+mma ` L°odds (Pea'k,Mefhgd) ' a y 1A hb o `Gla�ng�Single P®ne,aoperaWe wq�dow; heat 157 ; "ffi 57U86 :0 12;545' ; `12;545 absorbirtg� metalifreme wtt ibreak {grou,nd reflectance 0.32;;outdoorrnsectscreenwrth+50%covoraga,,dark 4 color.drapeswdh`loose`weaveWM'25%coverage ' 9A hb d: Gla ngSmgle pane, lidrng+glaskcidor, heat` ', * wrtii'4reak,agroundreeecterice 9,04' 3;370 0 3,388: 3,368 absorbing, mebil:ijame , O'.32,;outdoor insect screenwdh 5D%;coverage, dark color drapes~wdhloosa weave wdht25"5 ioverag®; 11D Door.SrdA 37.6. 440' 0' 308: 308 I:Core AA2-VaporSh�ek1'tWali Blodc ,.R 41+reflective msulapon and,paporbarrier' ` Stucco - •: ._, open core " ' . ' plus rrdenoi fihrsh 12Mbvr,Wall Frame'; R 11 ins lahoh,m 2 x,4stud cavity, � 43D3 7 858 227 4 667: 2;333 0 30 30` nmboard m' sulagon, brick Kish; woodlstuds` 166-19:AaoflCerlingaUnder attic;or kneemall, Vented 1531 2;251 0 3,376, 3,378 Attic, No RadiarTt•13arrier„Darkph Asalt-Shingles or .Dark'Metal, Tar and GraMlor Membrane, R-19 insulation f 22A pm ;FloorrSlab bn,grade, Nobedgefmsulation; no : 188 G 655 01 0 - 0 insulati6n beiowaioor •anyifo_or cover;}pssswe; heavy dry.!or,IONwe's6W $ubtotalsforsbuchtre 26,322 0 21,960= 21,90. P,eoplex ," 3 F.. 600, 290 t gWment 0 ,`O Irghbng: 0 Oi 0 Ductwork . ' 6,427' 604 4,862, 5,506 Infiltrehon:,Winter;CFM 1,76,iSummer GFM 10t r ; 5 811. 41180: • 1',86T, 5 84,1 Veriblatoh �WrdersCFM A;,Summer,dFM dl). `= ;_Ds 0!. 0: a0 System 1 To ygPines Mod'tE+ oad Totalsil 85;560 5,424` ' 29,173 34 59.7 i SuPPIY:D "` 1;327 (5.TA' /hr ' . )�"''""" CFMIPe� Square^tt;; `; '- _- � '0 867 Squareft ofRoom;Area _ 1531 Square'ft 0P'rTon: 531 TolalrHeating�Requtred'WthROufsxleAtr r 38,e6D ,Btuh 3856 'fv R Total Ser�sJble Gam::, 29;1r73 Btuh _ , 84; % Total Latent Gain 5,424 13tuh 76 % Total Coolirtg�RequireilrWnh�Outsxie+Pur 34'r597 1Btuh,` 2,88 Tronsr(Based 6h Sensible Calculatigtisrere,t7asedlc-6r n BtheCition of AGCAiManuaw — Allacomputedrresults;ares���'metes as6buildmg use arrclweather rriay vary, Be sureatoseled _ a unitthat meets boffi sensible andllaterd loads.'777' , 1 a 11/23/2003-1 03A9 �7 . 72-2'16j7,M, ,NISAIWAIR CONDITION PAGE 09- Ill absoip ,9,meta'tihame ou lobcinsedscrt en:vrAh so' co*m color drapes wf hlo'oseweave ,ll, ,"-e 1Xhb-d:-Glengingle,pane, skiing I oori--h a _ —104—— 3;370 0 3,368 3,368 et,sorbing ground ,"leflectance -0!32,outdoor lnse-dscreen ve e.; colorjdrapesMWI,OPE;q weave vrdhr25%coverage I I D: Dqior-ScdWCb te 137,.()= 440, 0 308 AA2Wporield:,WaPBl6ck,; il U laton 's va I por biIiiri3Or Open care plus iMador finch '- 1303 7,858 0, 2A33� 2,333 R-AI!'6iU-l0orf;ln'2x4itiUdlz;ovity, Ski nq)bop1rdJiIsWlaVbn bdckafinsh woad studs - 1613-1 0 3 ,376 Atfiq:No,Radia'iit%rder;lDdrkArohaft;Shlngl'e�tor, i—qri'M'om nn!�y , 5 , op 22A pmpcFloor.Slab on grade No, edge msulaton, no;' 'I s8 6555 0 msulatibnlbefovgttoor,,'sny,tlO-'o'rc over, p� heavy- .Abr orill sail Subtotals forgtructure: 26,322' 0 21,1*1 People: 3 600: '690i: lago Equipment Lagh6n9 0 Dudwoltc n6atibnv 6427 64-41 Ajio, ;841. System' ZO, 38,9 5,424, S—up-P-19-CIFIVI Square7'"0186T SQuareft.ofRoomiArea- 1;531 O*ft Per Ton: 531: I ;�R--- Ou rig - n- �' ­ ..... ,eqtjir Total Sensible ein: TotalLatentGam:: Totandli 2 88 '.T-'ohs (BuseiiOn Sensible t- Late 'A 091, Md 6 Alloomp -f' resuft3,arp i I t3�flcrl "Opp*Fs, ir4weaiher may,vaiy. ,E�asure re use iAun that both r I Iii- f itt-, GM Jjffhl 12/23/2003 103::09 7122837229 `NISAIR AIR CONDITION PAGE. 10'' ,` � 266;0 � gq ft .• h. 9 �0 ft QQ �� 2�394;0l Cu ILA'... :ISF "134 FcFM 7 l /:' �d500 . ftJmin. 01g0 In;wgJlDOA , 0:130 fn w9J<10p;it ? hr• m- Ar- apor Shield 16 X 9 92 0 201 `s . 8 0 • ' S55 ' 0.4. ep0r$hield2X9;=, 18 '0 201' 6.0 `° 109 Me D `s1 bw:9X9 8,7 0097 2.9`..• , 238 ° U:O. isghga-0522965 `` 28 1 080,. 32,4 ' 842 AMP0 2,934 i shgc 0 52 2465,,(2) 26 1 080. ` 32A " , 842 112.8' 0 2 93 9'16X` 14 • ,. k2ti6 „',0 049, ,:.' , t5 391 22 o 58 44ft:iP.er. 354 14558 U:0` _ tructuie- _,... _ . SrF56 0., 6 M, 3.177. 1:258 0.909r '905 36l 0.200z ' 1;393 0206 1,81 14Ei< 12M/2003 NISAIR AIR CONDITION PAGE %'ll liz N U Ul Ff Rc -41if oc!ty: wwurmnuas; e SystemNumber. Zon%Number.' 50 SOL SupplyAir: , SupplyAir Changes: 2,1 ACAr Required Vent:' CFM 2 ActualWaiterVent; .0 CFM Jed, CFM- � percent of o - —c V Atuel ' 0 :CFM ;90 fUmin. Percent 6fs'upply 00(n.W'gj'l 00 iA AduahWrft r 40 -;-CF M ts'u- M " 143 0:201 , 6.6 862 0.8 o' - -112 -10 - - 1.6,80 32.4 466 32.4 0; 486 20 1:080, 32i4 648 32' .4 o 648 4DA 91 -937 425 0! 1.5 625 2;'2 0 IL.Per. 1.180, 35-4, 1,345i 0.0 0 0 Structure::23.o 5�413- -955 .3, 418 3.177 1,328 0.907 379 0200 1,348' -0200 1590 8;089 --481 1 Y2/23h2663" 03.09 i st 772.2837229 t ,t ` NISI 1 tic RIMuui�wi+i wiry I- 4 nt +'i �" u 1 ;, r...v.�,rn�£w[ro[a N Door 17D� 3 X 8f N 61s ,114 hp o stigp W GPIs 1A�hlb o ell 16B�19�2Q,X18 Flavr m�45780 InfiN Win :39 D, gum: =Ductwo'dcl G vna '- a D 521009fiS t®o 0523°631; 0207­6,0D14. e } 24 D�3gp 11 7 ' 1, t30 1 D8U 32 4 �� }E 40 , ,- 1 D80, 324 - �- 36p 0 Q49 _ 15 idI `•-. 35 4 ,,.; >>1„593� {� {j -. 405 3178 i 1 1 ` ' � r 0 zDDr Z87. 8:2 I( [W?z 32:4 'C SAW t74.4) C 32.4_ 0 529 22 0 ; O:D 0 0 S08s 92fi 778 0 2oD' IT t61 s 1088s, is, 1,087 if a -DI Dj e it C j fif I ) i 1) i I F 9 k _ Y� 1 DD F 3 � f it w- _q Dg 1,2123/2003 -03:09 .7722837229, NISAIR-AIRCONDITION PAGE 13 ........... . . RIM FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE . FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: THE TORREY PINES MOD E Builder. KOLTER Address: Permitting Office: City, State: PORT ST. LUCIE, FL Permit Number. Owner. KOLTER SIGNATURE HOMES, INC. Jurisdiction Number. Climate Zone: Central 1. New construction or wdsting New _ 12. Cooling systems 2. Single Emily or multi firmily Multi -family _ a. Central Unit Cap: 36.0 kBtu/br 3. Number of units, if multi -family 8 _ _ SEER:12.00 4. Number of Bedrooms 3 b. NIA - _ 5. Is this a worst case? _ Yes 6. Conditioned floor area (W) _ 1530 RF c. N/A 7. Glass area & type Single Pane Double Pane _ _ a. Clear glass, default U-factor 0.0 ft' 0.0 ft' _ 13. Heating systems _ b. Default tint 209.5 ft' 0.0 ft'. _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Labeled U or SHGC 0.0 ft 0.0 )Y _ HSPF: 7.50 8. Floor types b. N/A - -_ a. Slab -On -Grade Edge Insulation R=0.0, 195.0(p) ft _ b. N/A c. N/A c. N/A _ - 9. Wall types _ 14. Hot water systems e. Concrete, Im Insul, EWerior R-4.1, 1134.0 W _ a. Electric Resismnca Cap: 40.0 gallons b. Coucrcte, Int Insul, Adjacent. R=4.1, 347.0ft' _ _ EF: 0.94 c. Frame, Wood, Adjacent R=11.0, 270.0 tY b. N/A _ d. N/A _ e. N/A c. Conservation credits 10, Ceiling types _ (HR-Heat recovery, Solar a. Under Attic ` R=19.0, 1530.0 ft- _ DHP-Dedicated heat pump) b. N/A 15. HVAC credits .. c. N/A _ CF-Ceiling ( Bfan, CV -Cross ventilation, _ 11. Ducts _ BF -Whole house ft a. Sup: Unc. Rot Con. All: Interior Sup. R=6.0, 125.0 ft _ PT -Programmable Thermostat, b. N/A M7.4Multizone cooling . MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 21572 PASS Total base points: 23244 1 hereby certify that the plans and sp by this calculaf compliance Energy Code DATE: I hereby certify that It compliance with the F OWNERIAGENT: DATE. as capons covered i e Florida tZ- tned, is in Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code, Before construction is completed this building will be Inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.30) 1-23/2003 03:09 7722837229 NISAIR AIR CONDITION PAGIE,•1'6 E N .; �-i 4GY P N . ` r , °, , fM � C LE I,:_(Ep ,) DID LAY:CARD KOL1'I=RSl.W4A-FURE HOMES,iINC., PORT-ST. LUCIE, FL, 1. New aonekueian or wdsting NOW _ 12. Cooling systems 2. Single famiiy ormuhi-family Muld-faun7y a. Ceimal Unit Cap: 36.0 kBhAr 3. .Number ofunits, itmultidvnily _ S _ _ SHER:12.00 _ 4. Number of Bedrooms 3 b.N/A S. Is this a worst ease? Yes 6. ComStioned floor arm (ft'0 1530 fig O. NIA 7. Cues area &type SinglePaneDouble Pane _ a. Clear- single lean 0.0 fr 0.0 ft' 13. Heating systems b. Clear- double pane 209.5 $e 0.0 f e _ a. Fdecttie Beat PumP Cap:36.0 kBM/hr _ a. TMVCOWSHGC-single pane O.OiF 0.0 fto 7.50 _ d. Ymtlodw SBGC-double pano b. N/A a.. Floor types _ _ a. SWOn-Gmde Fdge[nsutatim R-0.0, J95,0(p)ft _ O. NIA b. N/A _ _ a. NIA 14. Hot water ayamma 9. wall*M _ a RtectricResisbuma CUP: 40.0 gallons _ a. Comet-, int insul, Exterior R-4.1, 1491.0 OF FB: 094 b. Franc, Wood, Adjacent R=11A, 270.0 ft b. WA c. N/A ,,.., _ d. N/A a. Caosavation credits _ e. NIA (HR Heat movery. Solar .. . 10. Calling types _ DliP-Dedicated heat pump) a. Ueda Attic Rn19.0, 1530.0 W .._. 15. UVAC credits -� b. N/A _ (CIF-Caiing Da, C V-C=s.ventilation, c. N/A HF-Whole house like, . (l, Awn _ mprogrammable l7knnotaa; a. Sup: Uae. Ret Con. AM Intatior Sep. R^6.0.125.0 ft M7rC=Multizono cooling, b. N/A MZH•MUN.M a bunting) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be. installed (or exceeded) in this home before final ' etion. Otherwise, a new EPL Display Card will be completed based on installed Code co t#gatures. Builder Signature: Date: e4 - Zt -_,oq ^ ( 1 CIS-B^-816'i Not-T � Llzt_4 P_ Address of New Home: t aaK �-t�-L� City/FL Zip: 1P/_ 3`4-986 *NOTE: The home's estimated energy performance score is only available through the FWPM computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a USEPAIDOEEnergyStarV designation), your home may qualify for ene7V efficiency mortgage (E d) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or seethe Energy Gauge web site at www.fsec.uc .edu for information and a list of certified Raters. For information about F7orlda's Energy Efficiency Code For Building Construction, contact the Department of CommunilyAfja gOff4Zrsion: FLRCSB v3.30) • 32/23/2003 09:09 "7�72283722;9'µ NISAIR A3R•CINDITION PAGE 17 FORM SOOA-2001 SUaIVIMER CAL.CUIL A, TION.S • I Iesi enfiial WheI615,4 Idi'ng; Performance) Method A Details) , ADDRESS:,I'PORTi,SI.�LUCIE,FL" a PERMIT-4 BASE I? -.. . pg-BUILT GLASS TYPES ' .1$ X .Conditioned X11BSPM - Points. Overhang FloorvQ a Typel$C Ornt Len 'Hgt: Area .X 5PM X "SOFi - P61n s I -s- ._..19 I16300' 26:76 3'V88L9 slrgle; miyu, _. - .aV i.0. 100R 27t0- 4790'�'":'099� '-1286.4 Single, Tin W 1.0 10.0 46.0 47.90 OM j 21.439 ,S'etgie,Tint 'W 1.0' 7.S 25.0 47.90 ,- 0,98I " 11e1:6 :Single, Tint N1.0 9.5 275 24,46 01661 W.0 Single, Tint N 1.0 3.0 6.0 24.46 " 0.90 132S Single, Tht S 10.0 6.0 20.0 S9.64 0,51 j '404.4 . • Single, Tnnt'.. .. s 6.0 9.0 %0 39.64 . 0.581 1481.9 a. .... �. ...� ;_, An -AA tTgW'. '209.6 - 7177.E WALL TYPES Area' X BSPM = points Type I R-Value Area X SP,M Points Adjacen 2M-0' 1 0.?o 109.o, .6oncrela, Int , Eyeerlor' 4.1 1481 A 7.1E 1747"6 Fxterbr + ; 1461 0 • -� 1 ..,, ,, ,i 90 � 2stas -. :Frame, Wood; Adpoent - 11-.0' 270.0 0;70 189.0 _ -- ' .Base To9a1: � ' I. 1761:0 �- � 5007.6 AsAulh TolAt1 ,. 1781A `-11i70� pOPR,TYPES - Areal X BSPM ` ,Polntsa Type Area, X •SRM Po its p4amt 00; { 000 'o.0 ,Dttew W"q!, , 17.0 7M 122.4 E#ettar 17oi 4 480 e1,6 Base TOWa 17:0 �...� 81.E : A z!Fk tTafal ` 1TA .:. f 122a .,CEI ING TYPESaAreaI X BSPM -Points Type R' Value Area X SPM;XfSC*= Points UndwAtft { 1SM.0i: 213 13258.9 `UrgerAt09 19.0 1SM.6 262j 1*0 -4314.6 BMTotar: {: _ r 100:0 ... .. 1 UM.9 ; A,8WIt7oteL`... -1630.0 . 4314.6 FLOOR TYPF_3 Areai X BSPM Points Type R-Value Area X SPM Points Slab - i195 m 1 3 a 2010 Slab on- radeEdge,InsWation - ..: I 0.0 190.OiP -i190', l •8220.5 " .aeEeTofal: {'. .i ;-0201.0„ „As'Bu7tTotar:. -. .. 196.0, :::.. 1 6.E ANF1L'TRATION, Atear X BSPM -Points Area X SPM - Points .-' • i I 1530 0 i._14.31 .Zj. 89.4.3. 1530.0 14:3121894.3 i I i 1 EnetgyOat�DCA, . Form t300A 2flii1 i 11, .:Engrgyptge®FWRE, 1 FLRC9B:Y3:30. - 12/23/2003�_03+09 �7�722837229}' NISAIR AIR CONDITION PAGE 18", it FORA 2001 1 { ;LCAL'CUILATI 1 NS J �L r 5-al �i " r' f ' .J to ±_ ResidentialFV�/hale IBuiltlingt I�e r,! ante et_hodiA�-„Detatls�,� uJl� fPT 1 ADDRESS ; PORT;ST L1ICI6,L; PERMIT # 1IF w 11 II IF if AS B;U1UTfl + If 5umtner°Base Pmrrts 291r36'S mer'A Sum Wit Poiirts j. TotaliSummer X System r r Caoing J Total X Cap X Duct X Systeml;;X Credd' ;jCooling e A Poirrts ji l xMuftipl{e(� r P� nrs { ComPoneM Ratio 1Vluttiplier 'Muttipher , Mulhplfer* ; I Poems (UMxD51N�XAHU)k li N ' — '1.,. i � ii J'a j� {+� 9�ta �7�000 (1f079X 1{750%090) 02541� F tOW'- ' r9Z745. {ja { �28j136S ,�,� D4266����r{~72429,�6�r �rty29,225,91,� i1�00�,$" 1 Aft17, a, b2S4e#�,J$1 �, Gf92745 � J�?ic -, n [•� 1 I Y J mr�r � n t . "lt a i s^, t {- �1 - _ J � 1 � k J iI 1 1 f 7 a 1 1 I 1 It t { �f 1,- s 1 i s 1 � ry4Fi h 1 1 t f i kBY�p> ^'sOCAEam�A; _i J EnarWKt e�IFkRE520w r1RCSBV3.3q' , t SIN a >. aq' ;.12J2�9/2003 0389 �77�22837229� { NISAIR AIR CONDITION 7 aUUWMs mr bwgt re , �1�i1 iWf'�58�8;Sum 33'6 �Ducrivork.� � f m.: People 1200,IaVDer w230`senlper. f z 7 4 fi 610� 3177 1�938 nt 2 952 0908, �1 F_ y ROo k� i �rT t s 117,48�1 F i l i 1 1 o- ff I a I ij j} i, - I 12/23/2003j 09:109 7722837229 NISAIR AIR CONDITION I i FORM 60OA-2061 1 I I. il)WIIIVITE'R'CPILC 1 LATIONS ,01dentialIVIhoId, guiIding Perfbn iambe Met hi PAGE. 20 A� Details; A'S-BUILT GLASS TY9ki 18 X edX BW'PM Points OverhaA Foondit� Ty Omt Leng Hgt Area X WPM X Point 18 Max i . .. am 1613,8 - ,TIM ir�g1e- _. - - - __W _ - 1.0 10.0 - . 27.0 13.80 1.00, 372;2 single, Ttrd W 1.0 10.0 45.0 13,60 1'= 620.4 . Single, Tint W 1.0 7.6 25.0 13.801.00 344:9 Single;.Ttrd •N .1.0' 9.5 22.5' 15.38 1.00.. 345.6 single, Tint N 1.10 3.0 5.0 15,3a' '1.00' 91.9 single,Tint a 100 6.0 20:0. 10.68. '2.17 4720 single; Tint s 8.0 9.0 64o 10.88:. 1.75. j 1217'.8 i !.. :�. As�aiit TOtale i 209.8: ,, 34849 WALL.Area• X BWPM - POInta Type R-Value Area X WPM " - (Points Atllacent. � 70.0 11:80 486 0 Concrete., Int•ln4Ul„Exterior -..I 4.1 1481-0 3.31, p 4694:7 Exterior i 1487.0 2902,0` F2me; WDod, Adjgcant � 71,0 270.0 1.80.1._' . 488:0 r2.00 BasaTalali • I.9151.0 r 3M8 0 Ag,:6•tk'ft Tdalt I -1761:0 DOORITYPES WRM Afea X B 1 Points Type - Area X WPM =' Poirrts Aocent I J.�0.0 ,0100 AU, WenwWood. - . � 17.0 7.60 129.2' FjQer10r 117:0 ;. 5.10, 88.7 i liaee'Total: r 17.0 -, _ IWJ As,ftltt T441: 17.0 129.2 'CIECLING'TYPLSArea X BWPM Points •Type �R-Value Area X WPM X WCM -, Points t'lnderAttlo *UX 11 0.641 t - ,. ,. • - . 9�9,2 � __ ._ _ . - - IUMerAttle ,. ,..7.-. �_ I 19.0 _ 1530.0 �D87X1.00;., � _ - 1331A B[ue Total: ; 1630A 978:2 `As-8u_at TOtel:. '1630.0 1331-1 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 1g5:o(p) -1i9 .970:5 'slab -Or (Grade EdAelnsumon 0:0' 195. 2.50''. 457:5 Raised ,. E 0.0 „ 0.00 n0:0=: 1 Bose,Tatal:. 1 • I . •' i76!5.. Asaul[-Total: 195.0- - , . , - _ ° 4876 INFILTRATION 'Area X BWRM 6itits I Area X WPM jPoints I 159o.D li AMA I OJaa 1590,0" -0.2a' ; -42e.4 I I „ [: WQYGHugeeD/-laRES=l Fl-RCSB V3,30 :N'ItAIR,All WC6ADjTION PA . 6 . El 1 2 1- I earn 0.4r TZ2 12/23/2003--1 03-1o9 210372291.41, FORMMQA�QOOI j!Wf;1,WTl �27Hb whis J- it I I ", 12/23/2M 03j09. 7{722837229.1�'.NISNIR AIR'�CONDITION PAGE 22 FORM Sapk2001 TEltH;IMA M 0",&1CDID-'ll,,E-"-'�WNMP--,l Ul I A N 7,*,,E Rbskd6ntibli kh 6 "i'ft iIM M�9 eifq"qn e Met hOd A -Details PERMIT" B.UILT WATER;M-E-A, oT-i]N,-,G,-7-11 11 IN4,mNr,of., X'j m k"I Total tal, lank, "EF'- N X Tank, X,Multip -dredkl�"=, TotaBedl !,WMS, �,M�lt�lpjlq .Xl ,116r, Ratio mItIPI ig 3 fo 94. too 2406.34 !�,Dunol"0; 77010 E COMPLIANCE' STATUS' J: ll§ p-i At -BUILT ' Cooling ig, Nes�6n6 ;.:F 3,Hot Ugter 'Totaf-T- Cooling, :+ + eatling, 01 vl"�"-' P`Z Points ,P i Points P-oln Points Points ".FoifitS, -"-tf "2. 6 720t: -,I## 12/23/2003; 03 09 �7722837229: FORM 60OA-2061 NISAIR AIR'CONDITION I PAGE: 23 Residential Whdle:, ,Building Perform- ancel CHECKLIST A - Details COMP,ONENT6 "" I . SECTION _.''iREOG1RtEMENTSEOR'IEA'C IPRACTICE - .-I - .-_ - 'CHECK ederlor:WRtdaevs &�Ooois 608 t A8C 1 7 r iMa>amum. 3 ofmisC ft Windsw area, b Cfmiso ft. �dobr:area. - Exlerkr.B:A�aeerRAVifaHB ABC 1 2.t i Caulk gask�,';ivedhematp orsesllheapeet�i:'window2/doom & trelym,surramdlijwail: { i 16061 '1.,�- ; _ :roundatalt&,wetsoleorslll'platel u.ly•dederiorm4llpanelsatcom� . 1op✓battwom pltes;belweeir wdl�arditbeor -. r I I;_PalxdrafloRB:betweenwall'.pands& FXCEPTONFrame walls where acontmuous'm�iMabon barrier te insta ibd traf.extEMb ; $Cmiandis':SWMto•.the,Wrglatbn tothe,fdP: plate. Ftopra � � ,606.1�ABC t22 IIFJCCEPTiION�F.iameuloIXs,whpreaCmtlnlloWiiiridbatinn ,_P,erfetledars/openings>7!fl";eealed urdessback�bylrusa orpint metnbq'6. ban(er 161ftBNed•Bretis aesled,. l � to�Nre perlrtrefer. penetra m and seams - Calkfga 1 i" 60ti.1�.ABC t 23 } eetxeeir,walls'& CNlYrps; penctaUoMs of oei6ng plern of rep Moor, mund shift, 4mus, . r .' softt8, ottimrreys, cabinets'.smled to cornt(io gfr barrier; gaps in board & Vip plaim., . :epic aocess:'EXCEPTION: FmmecOngs vilrere�a cadres infdtratlon;fxerter is. i!:'pNed,tl9t:f9seeled �tffe'PsrkpelEM'sebpenehatlsrw dndsEaMls. Roceaead Llght6gjPt)6 es 7.24 7ypadC reped:with no penetrations sashed; or Type IE or rwwC rat@d,'G=t h)We a. ' r !606.t,1ABC �ssaledftx with,IrT clearance & 3'Snxn imul;itoin: or Type IC rated with a 2.0 tfm,fmm . cortureorred space, teafcd. - � - _. MuW-st Hd 'uses _ 506 71ASC 7 i5 , : ... _.. Air 6rimon,DWn)eter of flops wft between f,bo m- .. _ .... ;4dtllNorlai�ltifilh�loMceglaa . 6067,iABC19 �� Eii�rrstTam,ventediloputtkiors dampers:.,ceaf 611onspambeaterscomplym"NF,PA, GomDrratlwr air. .. . GA-2210THER.PRESCRIPTIVEtMEASUFtESmustbemeCorexceededb bfl.' sldencesj COMPONEM _f..._• - SECTION-,�`REQUIREMEN78 :.. -----.._._. .._.. I -. ;. _. 'CHECK' 6127� tCpmpy wdh,errcl�,cy requirement In TaWLI. t2:3wltch or eliriy marked ckcuit;, Water:liea_ters , _, � Ihreakerelarddc),or cutaff�(gas) mustbeoio4ded�. 6demal or buift-th hot hap Lflmd. 612,11 Ijlp &'treated; poolalrs,hame=F¢fa tempt Pools SWimmfngPmie&Spas $ !must•Irave a pump,Emer-.:Gag spa & pdcl tfea[erz rrrust have a mhdmum,Cremtal'. ' ` effioiency ot78%. SMUWer herds t - 812:7 iW&G Row must,be reslrlcfed to no more than 2:5 oallor� per minute at eO PSIG. ;liil duofs, {$tfngs, mmot MlcW,,equrprnwd and plalium dwmbem SW be'medranlcally Air Oislrthulgn Systartis. 870.1 ; laftlied, ge w. insulated,:aM frrst91min aocOR rtce With tire Criteria df Sadiph:890. ., <DuAs In,urrcaWitorreds�ks: R.B mm. k>sulitlon � HVAC Cadrolsi _ 6u7.1! +Separate reedly�accesal6lemamral aautometib t�Irerrrro>dat .each ,. Irtsuleaon I , �4.1, 502.1 C0 Qz CWm Mmalls-F -07 mrrte.R- bdhaides, I' _ ilP.alnmort rR-1 �CBSRa3 feral 81iWIs R-07. i t q _..... _ _- � " •.: MwwG:auP—jDCA Form t00A-2o0t �IEnWgyGarige&MRE82m0VFLRC3By3.30