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Home My WebLink AboutSUBMITTED DOCUMENTS_! - -k LEGEND: A = DELTA ANGLE N.R. = NOT RADIAL R/W = RIGHT-OF-WAY • = SET 5/8" IRON ROD L = ARC LENGTH O.E. = OVERHANG EASEMENT' SAN. = SANITARY WITH CAP WITNESS CATV = CABLE TV O.M.E. = OVERHANG MAINTENANCE EASEMENT S.B.T. = SOUTHERN BELL TELEPHONE CORNER LB #6674 C.B. = CATCH BASIN O.R.B. = OFFICIAL RECORD BOOK S.F. = SQUARE FEET o 1.0' OFFSET C.B.S. = CONCRETE BLOCK & STUCCO O/S = OFFSET T.O.B. - TOP OF BANK 0 = ELECTRIC SERVICE (L. = CENTERLINE O.S. = OPEN SPACE TRACT TYP. = TYPICAL p = CATV CONC. = CONCRETE P.B. - PLAT BOOK U.E. - UTILITY EASEMENT [ = LIGHT POST COV. = COVERED P.C. = POINT OF CURVATURE U.L.P. = UPLAND PRESERVATION ®= 11" PINE TO BE D.E. - DRAINAGE EASEMENT P.C.P. = PERMANENT CONTROL POINT O = SET 5/8" IRON ROD.WITH CAP NO. LB 6674 REMOVED (TYP) ELEV. = ELEVATION P.D.E. = PRIVATE DRAINAGE EASEMENT O = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 E.O.P. = EDGE OF PAVEMENT P.G.E. = PRIVATE GAS EASEMENT 0 - FOUND PERMANENT CONTROL POINT 11F = 10" PINE (TYP) E.O.W. = EDGE OF WATER P.K. = PARKER KALON NAIL A = SET P-K NAIL WITH DISK NO. LB 6674 TO REMAIN,(TYP) F.F. = FINISHED FLOOR P.O.B. = POINT OF BEGINNING A = FOUND P-K NAIL No. LB 6674 FND. = FOUND • P.O.C. - POINT OF COMMENCEMENT b = WATER SERVICES F.P.E. = FLOOD PLAIN EASEMENT P.P. - POWER POLE D4 = WATER VALVE F.P.L. = FLORIDA POWER & LIGHT P.R.M. = PERMANENT REFERENCE MONUMENT O =SANITARY SERVICE I.E.E. =INGRESS/EGRESS EASEMENT PROP. = PROPOSED ❑ = FOUND PERMANENT REFERENCE MONUMENT 6674 L.S.S. = LANDSCAPE AND SIGNAGE-EASEMENT P.T. = POINT OF TANGENCY 0,0 M.H. = MANHOLE P.U.E =PRIVATE UTILITY EASEMENT �` = EXISTING ELEVATION IN FEET MON. ': r MONIUMENT R = RADIUS 0.00 > = PROPOSED ELEVATIONS IN FEET b N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM RAD. = RADIAL ',--a. =DRAINAGE FLOW INDICATOR n J Q 41 \ \\ lFFcg2 \ \ \ \ UPLAND PRESERVATION \\ EASEMENT NO. 4 vrr* ? \ 2 \ \�M 5ya 9�0 �q, \ \ 9011 \ \\ `4. 6ri \ \ \ F9 \ ze.9s NOTE: k = MEASURED TO END OF BOARD \ �� DESCRIPTION: \ BEING ALL OF LOTS 171, 172, 173, 174, 175 & 176, 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. SURVEYORS REPORT: / , 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES• LTD. P.T. q7C AND IS NOT ASSIGNABLE. ,2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR Pr\600-699\B652\CAD\LOT SURVEYS\B6521s17I.c1wg I 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 A MAP OF B 0 U N D A R St. ' ,.THIS SURVEY THAT MAY RE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. • 5. , 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 176 ;,)VHICH BEARS N 48"4227" E AND ALL BEARINGS CLIENT: RESERVE HOMES ARE RELATIVE TO PLAT. B,I_.BQUNOARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS , OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON.ARF BASED ON N.G.V.D. ADJUSTMENT OF 1929. -10. ,LANDS SHOWN HEREOF LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE ,.RATE MAP PANEL'NO.,120285-0275F ,-DATED AUGUST 19. 1991 11;, IMPROVEMENTS IF ANY ARE A&SHOWN. 12 ',DATE OF FIELD SURVEY: MARCH 31; 2004 CERTIFICATION: '�.IMPJ(OVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED.SURVEYOR.AND MAPPER., JULIAN D. MORRIS, PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4731 LTD. � LB # 6674 `.N W • • • • • • • s • • 4i •CNN'' U%� Lawson, Noble & Webb,. Inc.' O4, ENGINEERS PLANNERS SURVEYORS ` 1 590 NW Peacock Boulevard, Suite 9, Port St. Lucie. FlorldcP34986 (772) 878-1700 • fax: (772) 878-1802• emoiL Inw-pslotnw-Inc.co111" West Palm Beach Port St. Lucie DATE I BY I CK'I FORMBOARD TIE-IN ISURVEY 17-01-04 1 CTL I JDM I BYSJDM - ON a LEGEND: A - DELTA ANGLE N.R. = NOT RADIAL L = ARC LENGTH O.E. = OVERHANG EASEMENT CATV = CABLE TV O.M.E. - OVERHANG MAINTENANCE EASEMENT C.B. - CATCH BASIN O.R.B. - OFFICIAL RECORD BOOK C.B.S. = CONCRETE BLOCK & STUCCO O/S - OFFSET (L - CENTERLINE O.S. = OPEN SPACE TRACT CONC. = CONCRETE P.B. = PLAT BOOK COV. = COVERED P.C. = POINT OF CURVATURE D.E. = DRAINAGE EASEMENT P.C.P. = PERMANENT CONTROL POINT ELEV. = ELEVATION P.D.E. = PRIVATE DRAINAGE EASEMENT E.O.P. - EDGE OF PAVEMENT P.G.E. - PRIVATE GAS EASEMENT E.O.W. = EDGE OF WATER P.K. = PARKER KALON NAIL F.F. - FINISHED FLOORP.O.B. - POINT OF BEGINNING FND. =" FOUND P.O.C. = POINT OF COMMENCEMENT F.P.E. = FLOOD PLAIN EASEMENT P.P. - POWER POLE F.P.L. = FLORIDA POWER & LIGHT P.R.M. - PERMANENT REFERENCE MONUMENT I.E.E. = INGRESS/EGRESS EASEMENT PROP. = PROPOSED L.S.S. LANDSCAPE AND SIGNAGE EASEMENT P.T. = POINT OF TANGENCY M.H. ,_MANHOLE , P.U.E. - PRIVATE UTILITY EASEMENT MON. ='MONUMENT R = RADIUS N.G.V.D. = NATIONAL' GEODETIC VERTICAL DATUM RAD. = RADIAL \\ C`1cc \\ 2 / •f R/W = RIGHT-OF-WAY 0 - SET 5/8" IRON ROD SAN. = SANITARY WITH CAP WITNESS S.B.T. - SOUTHERN BELL TELEPHONE CORNER LB #6674 S.F. = SQUARE FEET o 1.0' OFFSET T.O.B. = TOP OF BANK 0 - ELECTRIC SERVICE TYP. = TYPICAL A = CATV U.E. - UTILITY EASEMENT 7�`( = LIGHT POST U.L.P. - UPLAND PRESERVATION ® = It" PINE TO BE 0 - SET 5/B" IRON ROD WITH CAP NO. LB 6674 REMOVED (TYP) O - FOUND 5/8" IRON ROD WITH CAP No. LB 6674 0 - FOUND PERMANENT CONTROL POINT = 10" PINE (TYP) 0 = SET P-K NAIL WITH DISK NO. LB 6674 TO REMAIN (TYP) = FOUND P-K NAIL No. LB 6674 0 = WATER SERVICES D4 - WATER VALVE = SANITARY SERVICE ❑ = FOUND PERMANENT REFERENCE MONUMENT 6674 0\\ = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET o A = DRAINAGE FLOW INDICATOR i Ja 11 1 N . +P� 20. ,b. 4\ / O / S \,° vv O \ 20 DESCRIPTION: I \ \ J BEING ALL OF LOTS 111, 172, 17.5, 174, 175 & 176, ACCORDING TO THE PLAT OF POD 20C AT THE RESERVE, P.U.D.1 II - CASTLE PINES, AS RECORDED IN PLAT BOOK 43, \ \ 14s'3�� \ \ PAGES 12, 12A THRU 12D, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. \ \ SURVEYOR'S REPORT: 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. P.T. AND IS NOT ASSIGNABLE. P2\CAD\LDT SURVEYS\H6521s171.dwg 04/05/2004 0117122 Pit EDT \ \ \ \ \ UPLAND PRESERVATION 4y. s°` EASEMENT "l•, " b. sT \ \ \r rho.• ��.., 0•(`4 Ff°�a'`\ \ �T \ \ 0 J� Q,ye�a a \ JF c \ -0 4f• '� \ \ \ 112' E. 16, mOT z y \\ \ 29.42> \ 29E6+ OR 10 r 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 MAP lD OF BOUNDARY SURVEY 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 & WEBS, INC. WRITING. 7. BEARINGS SHOWN HEREON ARE BASED THE NORTH LINE OF LOT 176 CLIENT: RESERVE HOMES LTD. WHICH BEARS. N 48"42'27" E AND ALLL BEARINGS ARE RELATIVE TO PLAT. f B. BOUNDARY; D]MENSIONS'SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS 9. ELEVATIONS;SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 126285.OP75F„ 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. 800 LB # 6674 `N W 13?`)�^Op Ziawson, Noble 8 We;b :.Inc. ENGINEERS PLANNERS SURVEYORS. 's 590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986, ®y�}Ijj2) 878-1700 • fa.: (772) 878-1802• email: Inw—pslolnw—inc.com "YY West Palm Beech Port St. Lucia REVISION I FB/PG I DATE I BY I CK'D I DATE:`3-31-04 BY: JDM CK'D: V�' _Q-� u - S - oel JULIAN D. MORRIS, PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4731 C1 PG: 9 AS A=pIK1H£ .0.70• THICK G4LYANUED Z125' I 3B75- I Zf25- ® IJAxEt - a�:.ya•- 1• srXE: ys•- r' GOHCRE7E ANCHORS (SEE SCMDULE) ITQBX PAME1 TYPICAL RIE A770M ALES w 1/4" Mac CAP T/a' Moc. CA, 03 yo max, `U` BUILD OUT =LE: 3/6•- 1- Q"F'°RAGK A r/F 1/YSS KSa X J/JZ v vwvPJ 9-7 is- (mm wimTo GE{E XI NOZF$- 1. STORM PANEL IWS BEEN OMCNEO W A=CB4 CE TVIM ME 16AfT/ O40E L,,Nrn t994 '' OF 7F1E SOM FLORM4 SUP. DM CODE. - .. ... � *m Laws MPLL BE OETERMWm AS PC? 5ECo0N 6 OF ASCE 7-e4 mm 1l0 rtEph BYSIC inlf0 STORM P.A/ELS AOEOLA4 FOR IMPACTAW FATTW£ RE=ANCE WtS SEEP VVWZO W ACCORpMK.E 6{fFT SECBONS 2315 & 2JT4 RESPECDIQ.r OFO 7W ABOVE UENvay CODE AS FER A OUM TESr L.1B REPpffr rE 042S01-Lb. o Z ALL STEEL -WEFT METAL PANELS SWLL N4VE SRTUCWRAL OU4LRY ASTAL A6ST S0. CR4, {p. Wk03F F90 q •o C4LVNY70 STEEL oESICK4nON & Fp SZJ kL (AFTER ROLLED) n ci I ALL ALUMINUM EXIRtaOhS WALL BE' 06--76 ALLOY I.WLESS WNERWZSE NOTEM If. ALL SCREYU M BE STAINLESS STEEL JW OR J16 SFRLM . S. BOLTS TO BE Z024-r4 ALUWNW Af10r, CrYYANuED OR STAWLLSS STEEL, )M J6 Asi M4,B UM YELD FOWL 6- ANCHORS 70 W4LC SU 4U BE AS F011(%1` (UM.E93 mnam5F HOTED). (AI TO EJISNNG POURED CONO EIE 1/4' ! TV VOfS & MtV-SFr 7AFMU AS UWAFACNRED By LT..Yk✓B ILDEC - 1/4' / CREM-FLEX SS4 MCJ1ORS AS AWCFAOTWEB BY ELCO IE77ZNL - T/4' 8 i 7/6• C4LK-W AWWORS 1I41, ELOv mi. k fomuk pANaU47r R7 (/4• Y ELCO mak TANEW47E PLUS' AS AUMFACTURED BY PO ER FAS ENWCS WC AND MOO 7E)MON RESPEL7 kar. .`. T 2-1€• - J/� /RED HF,10 DITN6OLT SLME NL-TpR AS MWWACNRED Br LLW. BUBDEX ❑� NOrm- p A 1) WWMUM DdaMMENT M PWRED CMME7E OF MPCCW ANCHOR OR L7m-FLEX S34 6 t J/4 , FOR ELCO A.1)k 7/6' LWTES 6 2: FOR RED FEAR BIH4BIXJ IS r IA-. FOR ELCO ..k PANEL)WE PLUS' IS 2. rry i`' ry AN mas mm BE EN mar EITftDO',D Br1O THE Pmew LYWCRETE NO EMBFL141ENT wm h + F n S1TA'CO M"LL Q PoMrro 1/4' f-L0 SM U- SH4 L EE 11/Y LM E WMW .Mov-0 SNCCO E]7ST, a cy AND T' IN'Ob= FAY WALLS MW NO SW=_ A_JA_)� CASE NWr PRECLST SRV& PRcMUT CCOME1E PANELS. OR PAYERS' BE MWO'ON'TW E'XLS7W �W-0CL i- SH4LL BIAS LNDICATFD ON NOM3 A 1E7-- A- 70 OEE RE rWN STFW'N!E Bf76A'D SUCH PANELS, ANCNCARAGE ) RI] ABOYE 20(- (B) 71) D257WG IXWCREX BLOCK W4EL- . - //4' / rvows & wx-S! r4pxt6 AS YANUFACWRED BY LLW/BUEDEK .J64• - 1/4- 0 aN'7r-fLEX S54 ANCF/ORS AS MM'Uwmw Br ELCO TATRWL 3.000Mar. - 1/4' 0 r 7/6' CALK-W ANCHORS OR 1/4' s ELCO ,Ik & km k "PAhnmr' OR 7/4' 6 ELCO ,r- mok 'P.INELU4W PLUS' AS MMKIFACILp7ED Br PONER FASTEILNCS, LNG AND ELCO TENIFIOf( R6F£C77V]LY. l ) 5 A%RGLE BUILD OUT BRACKET - J/B• 0 RED NERD DYNASMr SLfEYE AMMO.I?S AS UWWACNRED BY LrW. BUXC47 SCALE: J/6' - r• NOTES 8.I) MTMINM EMBEDLTENT OF TAPCCYE ANCHORS, ELCO PANSJ44TF ELCO Ilk 'PAMLLOE PLOY• RFD NOV DYN4BCYr ANo CPEIE-FLEX SN, wD r.E CONCRETE D.ACK U, SN<LL BE 1 114m. B2) 7/0' C4W-A1• ANCHORS WU BE EN@32r EMBEDDED WHO THE CCWb7ETE a= LWr .J74' VMT. NO EMPE7MtENr WO STUCCO SHALL BE PERMTTTEA. 1/4• 0-20 SCRETYS USED SFi4LL EE 1 1/2' LOW .1BBbx URY& f SHOVED MICCO � AND I )MMUM FOR W4LiS WW NO SRfCCOB.J) N CASE 7H4T FRECW S7DFE OR PREMST CONCRETE PANELS BE FOUND ON TIE EXMW0 Mu, ANCILORS S114U BE LONG ENOUGH TO REACHI TFE IWW SIRLCRAtE SEN(NO SLC PANELS.. AHOIORAGE - ML.L BE AS WarATED ON NOTE. W B.T) & B2) ABOVE(C) ARYHORS SH4LL LL W.STALED FULLDOC ALL OF HE REMVJW M4TXM AND SPECYE1Gi10FSOF THE A:CHOT1.5 MAWrACNREXALTEFW47EE£C LOCl71gN� 7. FYWaS WY ALSO BE MTNJFD HORZadAlr. FOLLOMNC RGUALLANQY GYTAILS SEEOWN ON SECNONS 1 THRU 6 (SHEET 2 & J OF s) E.YCEPT Tmr Hums 2, S & 4 im hw RE USED. ' StA E' THE _ - gQ t" A xc 4 SN !f ETE; BLOCK OR ATTACHED BE ANpf0.R44E ]NS SA T FR WGW SS LF BEAT STPLEACH RARCD.70 W ERE • .. TASTER!/ META SUPPLY, INO. aNLY BE ATTACHm: 1D' . © REYERSED `F` ANGLE--.' � re uB¢�SHA L ��FF«LOOM- -WELL � PLACED Ai BORO F EACH PANET: ' acue: 4A6'- r• LAKE ® - OU" HEADER sruE : •ye• - Y .09Y S S STW WN3LD 10 FD A1CCE R SFWCAYSONi3 � 2125' HALF PAS =4:E: A76•- r' ® .093 P'SiDLc. STUDDED A MGI LL ® _KEY HOLE AT PAH l Sr r: 4W - T' -DE.TAla�Li S7U0 l/ DIE G4S7 ZWC NIGH PLATED YNNC NUT F .125• 0 T7LLrr r="O & FNGIMF'r¢,u-11 WLMR( FLORMA M9W 0W COUNTY PRODWr COARRU t = Nn..OH5" ® KEY HOLE WASUER 310s rx A. ALrm' =LE. 3/4•-r• - BY St, LucieCouutY APPROVED AS COMPLYING WITH THE SOUTH BUILDINGCODE—— - DATEO(0 ZOOI BY .PRODUCT NTROL DIVISION BUILDING BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. CO-O } •' O FAWAfI DARE COUNTY 24 GAGE GALVANIZED BERTHA As SHOWN STEEL STOR1,( PAPv1ELS SCAL-r ` 7/1 O/00 EASTEPhr I(EI �tL SUP('LY !A(C cur 3600 23 . Aw. 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JNILMOH 77YA YOHO V 0 Nollo3s I SapfpNY 3137pNOO / 7ur0 g C 7O2�NF/.7S DS) I NY 3f3 hW 7UOo fi F37nm! �s 33s) SNG1ifaM']l3tpNo� .7+&0 S - I a .. IG Q r J 'O .ZI e 1nN JNL1f .Z£/£ - 7 MNO= 3nZOM17 a0 TW )00'0 - I _ X-low ' • 3LAUVO1 w ammw x P/L AN 5170g s%r x oz-� 3I32N7M17 a3anod I -a.z! O MY SNPA I I /— ma OHS f Snag:r/r x Ot-A JA O Ad TM a✓PQ10 b .. Aa313 a _zr/dam/[ /M T7f5'S P I Nb4GA3 O c XV-W Y 0 dV .z t x az- at/1 I zr/r z%I : WO- A.t/il � I I aMO Axe o Jrw sNt>t Zr%rx P i �ai�s -s ssm � c A NOOW.GS nnmm aySSM s" a1 at - iTMmlYls 33S) Nalmin mg 1 I •$ NOl1Vat \\ I I 33S) I � my M1r 812 (37nmhtl5 3�S) I w� � n - 3Dy-,,% a apkvd i OgIM-3a I a3a wa o o3mod \ (37raifc�.s 33S) SaOHJNY x[-- (37naaffOs 3L3aONW 7000 F -Sus) SaOM W 3f3JONOO .�7s) Stloh'JNv 3l3a7NO,O CONCRETE ANCHORS (SEE SCHEDULE POURED RETE ARID o 4i FOR MINMUM TO 1 CorsG S. MACHINE o BOLT W/ NUr & WASHER y O 12''O. r- Y 1/S- 0-20 x /2` I SSMS. W/ 7' z J/J2' I WTNC NUT O EYERr OVERLAP O M7DSPAN f 1/4' s-20 x BOLTS W/ 7/8 x' c/12- V. c ALTDMTE LEC.LOCATION , . I (Dcant I I POURED CONCRE7E 08 CONCRETE 8LOCK WAYL REQURED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REWIRED II I Na 4 Cont I 1 • Y h C 0-20 x F112, J/J2 P � 4 Y RYA° O MIRSFAN j(jSffSCHEDULE) MINIMUM I a SEPARATM '. - iro GLASS %4i' BOLUS I f 7/8" x J/32 Mon 8 O 12' o. C ConL l 1 �- CONCRETEANCHORS E. D.— (SEE SaIEDULE)\ E ��CONCREfE � II II I LEG LDrsnoN l07 OR B Cont. PI20x �% 2V WWG NUT ONUl O 12' �'� I j f 8 f/S' 0-20 z r 2- S:& NUT R 7 8' DYERIAP O MrUSPAN I is (SEE SCHEDULE)FOR MINIMUM W I SE9AR47KNJ $" 1 TO CLASS 1 I .Y/r/' 4f-20 x 4' BOLTS f I 7/C z J/JZ �ni N1Nc NCR OI 72- a a 1 OOR BConL f, Ara CONCRETE Vo / b r Mw ANCHORS1.(SEE SCHEDULE) I N-� r' 1 l l L y 1 S' 020 S S MACHINE crnrcxrErE waroRs/I I I CgYCSUE ANCHORS �/OLT 19/ NUr & WASHER .:.(SEE SUE O 12. O. C. QUIRE CRETE G D.A (SEE SCYEWCO u E 1 Coat - • MOUE CONCRETE- - E. D. - -.— -BUILD OUT IIdSTALLATlOtd CEIU/JG - sEeirot� 5 � . - - -(fdSTAL-��ru��•'�--'�LooR l�our�rinrc sc¢ErJ/B r- LAl70fJ — SECT -lop MSTALLARO& — SEC!loN 7 SCALE : 3/B' SCALE : S/B' �^ - E D. = EXE' DISTANCE (SEE SCHEDULE ON HLf r 5. 6 cf 7 OF 9) NOTE FOR COMBINATION OF SEC7701,6 --- _ IYAMFLOO.VCE7LING MOUN(!NC SECTIONS c" BE COMBINED IN ANY war TO SUIT ANY 061ALIAROM APPROVED AS COMPLYING WWTHTHE SOUTH FLORIDA BUILDING CODE DATECxo� Zp PRODUCT NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.� - 04 (q . I o ME o 6�G. C.iLK IN- Ct4 ELGV male/tamale P¢¢ANELM4TE/OR mok PANELKATE PLUS F9 A1Iy/1/4 0 20 EWNX 6i IXt O 71iING) J Bo_T' (SEE SCHEDULE FOR SPAaTrc) 14, •: .• n •. . 1/4' 0-20 x i SMMS W/ 7 B' r Sju' )MG NUT O OVfRIAP O UMSPAN 1 b I R A I I i 4 I POURED W OR CONCRETE ;BU REQUI WALL RFD , / I Ci1U'-rN R4 ELCO male/%male PANELMATE OR mate PANELMATE PLUS Q �(r//4 p-20 SIVEW LK BOLT Cq ® h f9 /� 1Y/1/4'A-20 TRUSSHEAD BOLT • . (SEE SCHEDULE FOR SPACING) ' WALL o(idTW.fRSTALLAfloH.:.(Lt•.�) _— SECF om 8 SC4LE s SIDE WALK BOLTS ARE V�4 0x3/J27Ft• HEAD MACHINE SCREW WILFNChf AS PER NOTES A2 & B. (SHEET i) r HEW HEAD BOLTS ARE f 2'Cr�/B7Tl,,.K N1i1D MACHINE SCREW W/LLNC/R AS PER NOTES A2 & 8.2 (SHEET 1) MW LADE COUArry 24 G4GE GALVANEED BERTHA as SHOWN sroRM PANELS $cut 7/rD/oa LAEFERW- METAL SUPPLr, INC agrr RnlvFnr rimy cow x (x.rJ - �''m^'� A�+nes swvnc rcw a Q. _ .1 1/2• ,• • cre asrrs ,'nY:uv-scr rA�ra�a. .faa w smr �ro u -Fux SS( m r m N/YlRwxr m 7 ro ro m �uasmar m m r m m r PoMfR3' a W7:60.'mr icmYgelc 7E✓F 2. WA m JI' f2' 72' 12' (2- Iz' 12' WA (2' WA T DnP) 12' WA 12" I N/A 12' WA f2' 12- 12' 12' r2• 12- 1 (Borray) - 12' 12' IZ' 12" 12" 12- A 12' WA 77' N/A hs�n 2 ("T) 12" WA 72• WA 12 WA 12' TZ• 12' II' f2' - 12' 12. 2-(>oum 12' 12' tT' TI' WR 1Z' WA IZ' WA - -6r.5 ' Y2' WA 12• 12• 72- TZ' 11' WA 12• WA rZ' WA f2' 12, J 77W) 12' 12' fT' 12' 12- T2• 17' 11' WA 12" N/A 4 (7cr) 6=O• OR LESS 12• WA 12• N/A (Z' WA 1T• 11' 12- 7Z' 72- 4 (BO17WQ 12' 12 72• 12' 12• 12' A W 12- 12' WA 12• N/A .5 (TOP) 12• WA 12• N/A 12- A W 12• - I 12• 72' 12' f2- 'S (gp7TWf) 12' WA Iz• N/A 12' WA WAA r2' }2• WA Iz- WA 6 (717P) 12' WA IT' N/A 12. WA WA 12" f2- WA f2' WA 6 (BOT7D.YJ WAWA WA WA WA WA WA 12' 12• WA fz• �4Nr 'IV i2' I;=M A%MK mmcria FmE a I Vr- f2' 12' f2' 12• a (MplaoT;W) .. r fa+-U L1.IC ua.'nq�r°°-ser uxxm 1cn ro sme asro 16m:<w ' IV ` ro ToLVnar<rr m 1uA'aVlm crr<rr-rux ro LWAlp6 ss. N"E Mml1]e xiu 12' ro N4xwr m Wf e m w5gy„• WA ro 42)C ro u4Rlyi1• ro p�M /_G � ANr CV` "Va= PARM myaw rY N/A 1Z' WA 12' A W }Z' �f£ ro MISI Y !' 1' 04 12'.- I1' 1Y rz• rz" IT• tY . f(/A 12' WA 1 D p .. 12' WA 12" WA 12' WA 12' 7T' IZ' TZ' T (BOTTiX,y u`- 12. it' 12'' t2' rY 72' WA rz' 12' 1Y WA 12• N/A 2Ira') 12' WA 11' WA 1Z" WA Iz' 11" 1r 72'. lZ' 12" 2 (sonul'.j *MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 ! FOR E D. LESS THIN S 1/2. REDUCE �2 EDGE DISTANCE. MULTIPLY)NG SPACING SHOWN ON SCHEDULE By OR SPACING THE FOLLOWING FACTORS. (NOTE : Min- E CAK-D. FOR r NG FDR THIS OPERATION TO BE POSIB lN ANCHORS IS 2 112?- USiNG FACTOR SHALL NOT BE REDUCED SPACING OBTAINED INOXATED FOR EACH ANCHOR TYPE AT ANCHORS LEMIMIMUM GEND SPACI SPACING FACTOR ACTUAL E D. TAPCON/ RETE-fi p( SS4 CALK-IN TES RED HD:•. SLR PANELMA .86 .75 2 1/2" .71 1.00 SD 21.00 ' .SD - . . :,: 12 12' iz WA 12' A (fop) ANCHO- rr' WA r2' +660 rz- I2' f2• r2• W J —11 rY WA r1' WA 12. WA 12- f z t2 12- f2- J (Bof7LW1 ANCHORS ANCHOR ' n4 12• 17' f2• IZ' 11' f2' PZ' WA - I2• WA . 12' WA 4 (rcr) 6'-0' orr ILST TYPE .SPACING. r2- WA r2' IZ' fY 11- 12. 12' 4 -EDGE DISTANCE ' �; •]2" 8' fT WA 12 WA 11' r!/A f2• WA 12• �BO77 TAPCON/PANEZMATES/ "IZ' 17• IT' !Z' l2' rr- t7 D• r2' WA 5 (ra'). CRETE FLEX SS4 ' 12' WA f2' WA 12• WA rz' W _ ri• 5 (BW7GX) 11• WA r2' A N/A 12' WR T2' WA 6 fyvp) . _ CALK —IN ' WA :12*Wl ... .. WA .. 17;. ._ _ A WA 72' - N/A 1Z' WA 12' .. _� Wa.._.•... NIA -..--- - ----- '. - WA WA WA N/A WR W 12' WA 12' WA z fr Lior7Gs :: WA 1z / I DYNABOLT SLEEVE ' awainu7 12• rz• rY 11' (Tor v COw Itlblllft Alm SKIC7YC rVR C Q. - J VZ" •• _ �1 I G�zJ sr Lwma 1EAlApy 'SEE NOTES ON SHEETS 8 & 9 Oc- 9 lzco ro cVMn ro rruxwrr m 1:Ev ro sta1� p1t1Fr1 ar 7rur/Lruvc nwaM?r uuc 7°"`la rxslwerc A°RJr F m FOR. ANCHORS TYPE & SPACING FOR WA r ro 1tlRVq• ro c 70 Rummy m comorm m uasavxr m m r m m /e rxyrL� yya INS14LIA77ONS INTO WOOD FRAME BUILDINGS: ' 12' WA 12' C1' BP(4L'1( LfT1F;RB( 2• IBJ ' WA 12• 72- 10• Iz• fz' rz' r2' N/a f2' WA Iz• Wa -r APPRD 12' !1' Iz' (1OpA NEOASC,OMPI;YING WA Wff7{jilE rz' WA rY WA 12• N SOUTliFLOR ABUILCINO E 12' 10' -�2- (� 12 2' I2• WA 12' N/A z DATE COD fT' t2' 12' (TOP) 71' WA t2' X/A rz-� 12• Iz' 12' tz' z: (err 9Y - 12' rQ• wA' iz WA 12' WA I2• )9 PRODU6TC TROLDjASfON +6Q-Q, -B1.3 _ 1Z' rT' iZ' 7T' 1T r7• N/A (fop) BUILDINGCODE COMPLWfyCE0FF7CE !2 WA rr N/A iz' " f(/A 12' 12- A Iz 12' J4�r ACC- EP7ANCENO.0c) i0 i1" IQ'- fZ' 12• 17• 11' 12' WA: 12- WA fz• WR crop fi-0' 70 Y-6 12' WA rY WA 1Y WA 12' IZ' f2' r2' f1 f2' 4 (Borfm). N/A 12- - T rz' 12' t2' WR lY WA 5 i7U.' _ rz' r2• s. 12• ) M1AM6 DADS COUNTY' t2 7Ya 12.WA rz' WA r� 6' rY r0 s (Bar7 re) 24 GAGE GALVANIZED BERTHA. As sror N R/A 12• NIA f2- STEEL STORM PANELS err rY WAWAWA !Z" WA 12' WR . 6') ff P✓A MA A I WA tz- AIA 6(Borrpy�� .. "IL �¢ d-r w. c EF,SEEk?M 44Et',41 CFFOea€k/ s....;. 2/1o/oO- • NWt2W D= f^+1J )A^Cps/Y{y_y£T ro ccw I2' Cr.M: To rurrnwr WA bt1<A•.T m m ro mxcatE 7Z- suZ In � YAVYLU AApiCWS oxcrc-rttx ro ravluas SNfSfL FM E A . J' r arA IEl'OR.W sir ro wsa+rr ro �'wvclMere ) corrr�rr m uasrx�gr ro �VLYTETE ro u4 WA TY 12• NIA NSA IZ' 12" 1T' 12- f7' 12- 12- WA 72' WA 12" r1' f2 WA 72' 70 12' g" 72' IT' 12- WA 1T" W 12' 12' WA IT' WA 12' 12' 72" fT' 12 WA f1' 12" g• TZ' N/A IT• Wi +66.0. -7z.0 12" WA 12' 11' 12' 1T' IZ' 12' 10' 12' NIA - 12. WA 12' N/A . 12' 12' g' t2' 12" 1T" WA 12- 12, 12" 12' WA 12' WA 12• 12' 10' WA 71' 12" 5" WA TT' WA IT" ti' 12" to' 127' 12' 12" WA 12' N/A ..1T- 5- WA 12' WA 12" WA f2' N/A 12" 12" WA WA IZ' it, WA 12" WA 12" N/A t2. WA WA WA WA 72• WA 12WA WA WA WA WA rZ' 12' 12'- 6• ,.,,. ,,,.y YSfiDIIMT NrOfpgs SNCNG fP4 E A . J 1/Y er . - - - trccrseuau• . aw 1Enmw 6. Ar' >I(r1) r®ro .um6 a1tT6-4n ss* 70 CttYCACIF t0, r ro . Em 1Cr tl11lE g' 4r A E ftu UVZrC " 12' mYti 1PtACTVEM c0hulE m tzw roMTo Apt �� ... WA N/A 11 WA t2' WA 12- - 72- g. 12' 12' 12-IZ' 12" 12' f2• WA 12' WA IT' WA !2" WA 72' to" " f2' f2- WA 12' Wq •�� WA 12, WA 12' WA t2" 12' 12" 12' ' % 72' g 12• TT 72' N/A 1T• A W '500 si55 : 12- WA 12' 12• 12. rY r2. io- ' 12' WA 12' WA 12' WA . f2' 9" 12' fT" 1Z' rT• -- 12 '12• .12' W, T2' WA 12' I N/A f2' WA fT' 72' 10' 1Y 5' rZ' f2' NIA lY A W .. f2' WA 12' 11- 12' ' 7" rz" 12- 6 12, 12' - WA 12" WA 12' WA WA f2" _... A _WA�....1Z.. 12' _. . _..IY.A. r.. .. 12' WA .a 12: • . . i t, WA rZ' WA 12' .__ - _WA WA WA WA WA WA WA WA 12' VA fY 12' 12• 6. MIX" rrwuul AN=iCy KC]VL )IM c A . J r/Z• •. C)D M f &jr trr. surt.r SET 6fD la EL CO rlamw IO L QE ro W W6r ro CW- ETE ro (rAtAM artrE-rrcr .ss4 m CITE m XWnr toMVaIr<TE IM, RWT1J2rE Plus m 72' JVA 12' WStMRY ro tLriL4aE to MtsaYiY (2' WA 1T' WA 1T' N/A 12' .WA 6 12' 12 IZ" TT' 77• lo' t2- 12' WA 12' N/A 12' WA 12" 12' 6' 72' 12' iT' T2- N/A 12' WA Tz- N6A WA 1Z' 12' 10- 12' to IZ' WA i2' WA 12" WA i6.0. -h1.0 I2" 12" fY f2' 10' /I" g• WA 11' N/A 12' TWA 11' 1t/A 12. 6' f2' 12' fZ' lT' 12' 12• 1'✓A fT" WA 12' N/A fZ' WA 10' r2' t2- g' i1- S' f1' �' WA 12' WA .. t2" N/A (Z" 6" 1t` 12' . WA 12" WA._ _ t2' WA WA ' f2' 1UA IY WA rz' WA 12• L WA I fd' rd/A ' tz- WA it 1/2- 1 NIA WA Pox�•FAsr17rNC APPLAVUZ m CVK-rr �'- TO CVN�TE 'l F ' NNt4V1 HWa (FACIN t' (747 ro GF REV . 12- WA 1 (Io,°) 12' 7Z' 1 (BOT7OXQ 12' WA 2 (roP): - 72' 12. T (BOTW 12' WA J (1f2P) 12' 12- J (Dou"o 12" WA 4 (M') . 6'-0' TO 7'_6, 12' 11- 4 (BOTTWO 12• WA 5 (top) 12' 7-5.(6077DL) . IT' WA 6 i1TW) 12' WA 6 (Bomm) It* WA 7 MR/BorW, IV lY 6 (rOP/wrrw) POMP �'� Ar1t1rAs7` m .... CVX-x Arr�mir6 uuukw rwa. ro iE 70 um Y r Itia .. LflSOf t' (m) r (top) iT" 12" r (Dorms . 12. WA 2 (TOP) 12' W 2 (BOTrWr) 12' WA J (IDP) 12- 12' J (BaTw 12, WA fY 72- 4 (ea('TWQ . 12- WA 5 (TOP) d 12' Y �. 5 (BO7TON) . . (Y WA 6 (rUI)_ /Bon-m-) f2• 12' 6 OVP/BOTlp,',(j CAfK-M CbhOiEfF m utlow `" f=rAz3' ff t AIM" PAhU W 77101 VX1rr t• (2) t1' WA f crop) 72' 11• t (Borw) 12" N/A 2 (W) t2' it' 2 (BorTON) TZ' N/A J (rop) 12' 11' J (6onjWu) 11' WA 4 (TOP) 7=6' ID 6=6 fY i1' 4 (gORpN) 12' WA B (r") rY 6' S (BLT77py) 12" N/A 71' WA 6 (�rr0r� 1 M4XlMUM ANCHOR SPACINGS ARE VALID FOR 3 112' EDGE DISTANCE. FOR E D. LESS THAN 3 112, REDUCE ANCHOR SPACING BY MU07PLI7NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FFA ORTOTH/S OPLTZ4770NNOTE : Min TOEBE POSIBL�EDNUCUSING FACTOR SH4LL NOT BE LEES m SPACING OB A ScACI lNDlCATED FOR EACH ANCHOR T1PE AT ANCHORS LLEGEND.NG FACTOR ACT UAL E D. TAPCON/ RETE-FLa SS41 PANELMATES CALK=IK RED HD... SLEEVE .75 r.00 2 1/2' .71 50' 2' 1.00 0.88 ANCHORS LEGEgrp p' ANCHORS ANCHOR MIN. TYPE ' SPACING E D. _ (DGE DISTANCE TAPCON/PANELMATES/ CRETE FLEX SS4' 3.0' CALK —IN 2.5' . 3/8. r RED HD. 4.5e DYNABOLT SLEEVE 'SEE NOTES ON SHEETS 8 & 9 OF 9 FOR ANCHORS E INSTALIATIINTOWOODPAFpwE BUILDINGS APPROVEDAS COMPLI'ING BOUTHFLORIDA BUILDI K7TFTTHE CO DATE DE PRODUCT C ROL DIVISION BUILDING CODE COMPLIANCE OFFICE rACCEPTANCE MO MIWI DADE COUNTY 24 GAGE. GALVANIZED BERTHA STEEL STORAA PANELS s EASr'ERM C3 UAL SUPPE M fAfe- 7110160 LEK ¢Lb 1101, f2' I2- r2" 72, 7Z" -76.o f2' 12' 12• 12- 12" 12- WA Il'WX 1p1p TZ• V ;2; 1Z• IZ' 12' to' 8' WA PIA to, WA to" to" rD• WA 7" WA WA fVA WA WA r WA r 7- 7' WA WA WA WA AFD FO SLms 7D CDrm+t7E ro L7I5YAYR rz WA r2' f2' 12' NIA r2• 12- 12' WA 12• 12, f2' WA i2' T2" t2• &VA tZ' 12- 1Z WA fT NIA 12' WA WA WA L6r m to ame Jro utgawrNIAT2'WA12.N ..f2"NIA12"NIA9'W9NIA_NIANIA qC/E-rtlX SSf /(V44D ro tt1N]iE7F ro lsISLNRI' ro ccn 12' WA TZ' 2' 12' IV " N/A 1z• ' j12 12• 12• • WA 12. • 12" 12' f2' WA f2" 12' 12• r2• 1Z' WA iZ' 12- 12" 12. 11• WA '. 72. 12' WA i2• IA A TZ" it/ 12• K1t111tW AM.71aT5 6M4fYl6 FOR E D. ¢m CR IF-nUX =4 mq-r ANL > CMQT lE 70 Away1t' ro WAt17E7E 12- WA 12' 12- 12' 1z• 12' WA T2. 12- 12' 12• 12' WA IZ• 12' I2• 12- 12' WA 12• 12' f2' riv 12' WA f2' 12' 6' TZ' 12' WA f2' 12" WA 12' WA WA 12- E 1)4YE1M47E ILiIf: f5YA3NL7E RfS £.LSfEIY/m AoftC�E 70 s[a� J t iianyDL1 ro 7ucwgr 7D m 12tS(YS{r nur-x ro `zrro .m ""rOr TMI¢"_ rtvrtl. 1f11-at 2• (AJ WA rz' WA TV WA T (i0P) 12" 12' f2• 12" 72' i (BaTltMQ WA TZ" WA TZ' N/A 2 (7DP) . 12' 12' 72 .72' TZ• Z (ITOT7WIJ WA IY WA 12' WA S (TR') 12- 12' rz• 12' i2• s (BcrfWi NIA 12" WA 12" WA 4.0o°J 6-0' 0r LESS 12' fZ' 12' TZ• _ N/A 12- WA 12" WA 5 (70p) s' 12' 6. rz• ro• s (t7orTatq - NIA 12'" f1/A 1Z' WA 6 (top) WA I2' WA t2 NIA 6 (60TIWQ WA 12" WA 12' WA 7 (7oP/BOrjMQ ' /Z' 72• 72• 72- 12- 6 (TpP/gpTB1) yr » f 7L/fE IYAQIYT f7.0S PQKSLr FAMNM cur- ATLZME jV f pAya v 7LLsxatt- t 7, +mwast• 7o L ro fit' � L. (R) WA tz WA rz• IF 77/7r WA r (rop) 10' 1T" 0- 12' To" 1 (BOTM4 - NIA 12• WA 12• NIA 2 (M) 10, f2' 70 f2' 1o" 2 pores WA 12' WA TZ' WA J (TOP) - 1D' iZ" 6' 12' ra' _ J. (6ar7DL9 WA 12' IO" 12. 8' IZ• 10' _ 4 (6oT7pg) WA 12' N/A 'r2" NIA 5 (top) F. 12• ' {6. 1T' WA 12• WA 12• WA 6 (rp°) -' ` WA j2' �° . _WA WA 12 WA g" WA 7 (T0P/BO77Q ^ IV 6" 6 (70P/RnrmtA 1AAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 v2- EDGE DISTANL FOR E D. LESS T/4gy J 112` REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING. FACTORS. (NOTE : Mill. E D. FOR CALK(-GY ANCHORS LS 2 T/2� FOR THIS OPERAnON TO BE POSIBLE; REDUCED SPACING OBTAIN® USING FACTOR SHALL NOT BE LESS THAN MIMMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E D. 3" .86 2 f/2' 7T' 2.50 ANCHO�GEND ANCHORS ANCHOR lYPE MIN. SPACING 4PCON/PANELtik ATES/ CRETE FLEX SS4 3.0' PK-1A1- RED. HD.LT SLEEVE FACTOR CAI K-IN RED HD. SLEEVE' .75 1.00 _50 1.00 `4.5" .. - `SEE N07ES ON SHEETS 8 & 9 OF 9 FOR ANCHORS TYPE & SPACING FOR INSTALLA770N5 INTO TY00D FRAME BUILDINGS. ;E�7otv.. APPROVED AS COMPLYING WiMTHE SOUTH FLORIDA BUILDING CODE DATE Io O 7 % - BY PRODUCTC OLDMSION , BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOIJU -Oq I g •-I 0 4 MUMI DADE COUNTY 24 GAGE GALVANIZED BERTHA HA AS S7TOWIt STEEL IS-�T-ORY PANELS SCALE 10100 EA-5rERN MaA.L SI/PPL�'L. en 7,ATr 7�rE CONCRCTE ANCHORS (SEC SCHECULE) POURED CON PUREDCONCRETE REOUIRED—\ o \ U —SSErSCHEDULE)- FOR MIN/LU4f SEPARATION -S' TO GLASS OF WINDOW OR S. G. 0. O POURED CON°RL7, F 017 CONCRETE BLOCK Wi}LY REDUJ 0 r - CONCRET&MCHORS (SEC SCHEDULE) o • POURED J CONCRETE OR CONCRETE" BLOCK WALL REOUIRED I I SECTION 0 ANCHOR _ CONCRETE ANCHORS 9 CML ..-..-. (SCE SCHEDVLC) \ CO`.CRETC ANCHMs . \ _i (SCE SCflCDULC) N LCY.C7:C7E N.C7gR5 \ \ \ \ (SCC SC)fCOVLQ ti 1 ConL - \. RX URED CONCRETE Cont. CRLTE REOUh4f0 I POURED POURED - \ CEOUIRE f �C7tETE b- d I I REOVIRLD o REOUIRED cs \ I U \ 2 .coot. I I I \ I I I (SEE SCHEDULE) — FOR u/MMUY +.7. SLPARAnON 'S' TO o GLASS OF WINDOW I W OR S G. D- .T U v yW� (SEE SLhELYILEl y' I I V (SEE SCHEDULE1 v Gr' FOR um. SEPARATION S',70 FOR Afur. SEPARATION 5' TO y I/f 0-20 z JlGLASS OF WWOOW OR S G. A ��-- CUSS OF WWDOW OR S. G. 0. 60LT5 W/ 7/LT z 4 I r = y7 WINS NUT 0 I c W !7 O. C / / / n 1 ® TS M'/ 7/d z' I I (ixTS W/ 7/B' x J/32' WING NUT 0 I = J/JT M1NG NUT c I 1 12' 0-C 'q IY O. G I I ° I I I - 2 9 Cmt I / 1 CONCRETE W I POURED OR CONCRETE >: CONCRETE I I POUREDPOURED "q ' BLOCK WALL ny OR LOACRETE _ COR ONCRETE b c RFO(/7RED BLOCK WALL TI� o BLOCK MALL � . h 6 Cant REOUIRED 1n3 R£OME0 / 5 Cant I S ,. M.LL. CONCRETE ANCHORS // J� dlTf� 0-20 L(. (SEE SCHEDULE) g / I / yr - NUT O l r O. C. CONCRETE ANCHORS -Q �nL § corcRETE ANCHORS .,. (SEE SCHEJX)LE) - ^� (SEE SCHEDULE) 10 Conf:•fy� WALL MOUNTING INSTALLATION SECTION 2 -CAS: ,/B- _ ,- -BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 3 SCALE : JIB- _ L SECTION 4 SCALE: J/B- - 1' W 1 f' D-20 r /i- BOLTS W/ 7/B' x 3/J?- WWG NUT 0 12' O. C., W >i SECTION 0. STUD WALL MOUNTING INSTALLATION SECTIOM 1 .SCALE : J/B- = I' -&N - ��LOF SECRON 0 STUD IVOUNIING INSTALLATIONY - SLCT)OH 2AUD ALSO (TOP) E D. - EDGE DSTANCE (SEE SCHEDULE ON SHEETS 5 S B OF B) NOTE FOR COAIBINA770M OF SECTIONS WALL/FLOOVCEILING MOUNNNG S£C77ONS CAN BE COMBINED IN ANY WAY TO SUTT ANY INSTALLIAON. APPROVED AS COMPLYING V6111 TM SOUTH FL RILA BUILDING CODE PRODUCT RENMED DAT ��r�, I 28 19g.8 ACCEPTANCE Nm DO _ O 6 O Z - U0 DY -n• EXPIRATION DATE 08 0 PRODUCT GDidI .QIY!S-ON �-"OO BUILDING CODE(1COOMPL.AKCL OF11Gt �' - ACGEPIiII;C1 NO.lB=D�l�l PROD COYTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 7L1(T TLST,YIG ! ENG"MR000 COMPANY w4 Nr. xo. x s. irT. +>orn�r cwro¢ n. trree WALTER A TILL( Jr- P E OADE COUNTY 0.050" BERTHA STORM PANEL AS SHOWN SLALf 7ni9e EASTERN METAL SUPPLY, INC DATE JM 7M rA� mvrTL n J3MT-.v.7 98 - 172 = w may. rrr m, •. �,. �� ORAW)ND No LUT PANC[ rr t 1.125- / JT05-H14 OR 606J-T6 ALLOY Cont. Alum. ANGLE — CASE A (Plan) SCALE.- 114' = 1' 2' x J- x .09J" J105 H-14 OR - 606J-T6 ALLOY Con(- Alum. ANGLE WIN ANCHORS o it O. C. POURED CONCRLTE OR CONCRETr BLOCK WALL REOWREO PO[/REO CONCRETE OR CONCRETE BLOCK NULL REQUIRED \ CONCRCTr ANCHORS O 1Y O. C. In b W g b CASE D (Plan SCALE 114' = I- u� a Nor. N i 90" t \/OR OR \ 9 OR 9OR OR r 1Lax. \ '11 ORO 1/f i BOLT 4' x 4" xJ.072- O 2f 0. C. J105-H14 O4 6063-T6 ALLOY W/JACKNUT Cont. Num. AACLE CASE B (Plan) SCALE: 114" = 1' END CLOSURES DETAILS POURED CONCRETE OR CONCRETE BLOCK WALL REOUJRm OR CONCRETE OR co?�CRE'TE QOCX w REOLm7E0 —2X5 " CONCRETE ANCHORS e 1T 0.C-� rx2'x.0ssTO - r r 5- r .055- Cont. Alum. ANGLE OR -050" J105-H154 SHIFT J-CTAL A.Lm- BENT PLATE ALTERNATE LCS LOCA77ON CASE C (Plan) SCALE.• 114" = 1- MAXIMUM DESIGN PRESSURE RATING "W ' ()D, s.f. ) CORRESPONDING MAXIMUM PANEL LENGTH ''L,, 1LAxLNU4 DESIGN Abr. PANEL LFTGTH PRESSURE RATING L (n.) w (P-x•A) (SEE SECnOVS) R+65-0,a-7ZO8�0�' LESS 9'-0" 10'-0' PRODUCT RENEWED ACCEPTANCE Naj2O - p_ 6 0 EXPIRATION DATE. og O Z003 PRO COMROLDIVISION BUI DING CODE COMPLIANCE OFFICE APPL,GIB(E TO- -WkQJW SEPARATION SECROYS / & 70 GLASS ANY [L1tTBMNTION OF THEN 2 1/4' 1 TTTRU 8 3 11/16'" 1 THRU 8 J 7/6- 1, 6, 7 & 8 APPROVED AS C014PLl'ITIG %V;TJ1 VIE SOUTH Ft RIOA DU!LOING C00E DAT �L Obi O8 19Jyj{�' 0V- PR000CT CL:N R0; DIV:S p;i OURN.N'r C00E COii"L'RP.CE O1rICE Arrralla:c,.N119$_Qe11_/ / 1 0.050" BERTHA STORM PANEL A !. E (; i Ts G EASTERN METAL SUPPLY, INC /�A/% TILLIT TCS71N0 t fOA:At[[RgIO COYPAIA' .laW tau A... .rav1N V � tOA NY. Jwf R R� ]r). N>Gl G,H'-06 a n1m I'WL Y64IN, R JJIQ �+.:lxuAerl-�sn, r.: L�gybar-rvr rr. a erz<.nv ULE L140E COUNTY AS SHDWN SGLC 7/7/9e 98 172 DRAMTNO Ho MA�7MUM DESIGN PRESSURE RATING "IY" (p-s:f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES E. D. = EDGE OLSTANCE MAXIMUM DESIGN LOAD (P J L[AXINUM ANGNORS SPACING FOR E. a - J 1/2- .. APPLICAE7LE TO SECTIONS { h ANY COMBINATION OF THEN ALI.YIMUM PANEL LETGTN 1- (N.) TAPCONS RAWL Z"LAC NA)UN RAK CALX-W CF TAP -GRIP p AI.FI.WIES 10 CONCRETE TO MASONRY TO CONCRETE TO IVASOMW TO CONCRETE TO NASONR7' ro CONCRETE TO MASONRY 70 CONCRETE TO ALASONRY 8 N/A 4" N/A 8" N/A 5" N/A 3 1/2- N/A 1 (TOP) 12" 10" 12" 12' 12' 8" 11" 11" 1 (BOTTOM) . 12 N/A 12" N/A 12' N/A 72 N/A W FI/A 2 (TOP) 12" 8" 12" 10" 12' 12' 12" 6" IT- 17' 2 (BOTTOM) 12 N/A 12" N/A 12' N/A 12' N/A IT- N/A J (TOP) 12" 8' 12" 10" 12' 12" 12 8" 11" 11" J (BOTTOM) +55.0, -65.0 12' N/A 12" N/A 12' N/A 12" N/A 11" N/A 4 (TOP) 9'-0" OR LESS 12" 8" 12" 10" 12" 12" 12' 6" 11' 11' 4 (BOTTOM) 12" N/A 12" N/A 12" N/A 72" N/A 11" N/A 5 (TOP) lY 8" 72 10" 12' 12" 12- 8- 11" 11" 5 (BOTTOM) 11 1/Z" N/A 7 1/2" N/A 12' N/A 8 1/2" N/A 6" N/A 6 (TOP/.80TTOM) .10" N/A 6 1/2" N/A 10 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 (BOTTOM) +55.0, -65.0 6' N/A 6" N/A 6" N/A 6" N/A 5 1/2" N/A 6 (TOP/BOTTOM) 9'-0- TO 10'-0" 6" N/A 5 1/2" N/A 6" N/A 6" N/A 4 1/2" N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 6" 6" 6" 6' 6" 6" 8 (FOP/BOTTOM) SEE SHEET 7 & B OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO IWOD FRAME BUILDINGS. MAX/MUM ANCHOR SPACINGS ARE VALID FOR J l/Z" EDGE DISTANCE. FOR E. D. LESS THAN J 1/2, REDUCE ANCHOR SPACING BY MULT7PLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E. D. FOR RAWL CALK-W ANCHORS & ELCO PANELMATE IS 2 1/2"). ACTUAL E. 0. FACTOR TATCVN/ZWAZ MUM/ PANCLMATES RANL C4CK�N CF TAP -MP .75 1.00 2 1/2 .71 .50 .80 2' .50 PRODUCT RENEWED ACCEPTANCE Nm O O-O OZ-O(- EXPIRATJON DATE 6o 07 �yoJ BY PRODVeT CONTROL D717SION BUl1J)ING CODE COMPLIANCE OFTICE tMW TES7WOG A DOSErRWG COYPANI' mIJ Mom, Jfb SL Slr )N. MI[iW G.2Jp6 N. LIM /M.r : ,JOS,bh-ISb lr.: (JOSb)I-JSJJ APPROVED AS C014PLYING YNTN ME SOUTH FL RIDA BUILDING f.ODF. DATE.. f�_o , yg BY 1pI T r = PRDDIICT f.ONIR DIY:S'UN DU.' O N COOS COA1,1VANCE UTFICE 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC JEW ]ia Aw, SOVIN IA'Q .n9n1 n a1.s,-.vn DADE COUNTY AS SAVM SYILC 7/7/a0 OATS 98 - 172 ORA MNO No, WAl, . ,,,,,, ,, o IlAX1LUM DESIGN LOAD W (P.S.1.) AfAXIMUM SPACING TAPCONS TO 'COIK'RElE 6 11^ 12" 12^ f2^ 12^ 12" 12^ 12^ 9 1/2^ DESIGN SCHEDULE TO MASONRY N/A N/A 7^ N/A T N/A 7^ N/A 5 1/2^ N/A PRESSURE FOR RAWL ZAIIAC TO CONCRETE J 11' 71^ 71^ 71^ 11" I1^ 11' 11^ 9 7/2^ 6 1/2^ RATING(p.s.f.) INSTALLATIONS IS"U&N ANCHORS NWLW TO MASONRY N/A 8- N/A 6" A N / 8^ N/A B" N/A 6 1/2^ N/A INTO CONCRETE SPACING FOR E. 0. RAht CALK-94 TO CONCRETE TO ALASCNRY 6 N/A 12- 10^ 12^ N/A 71 10 ^ 12 N/A 12- 10^ 12^ N/A 12^ 10" 12^ N/A 72^ 8" 10^ A N / AND CORRESPONDING MA�7MUM ANCHOR APPUCADLE TO SECTIONS / & �OF THEM�II I (TOP) 1 (BOTTOM) 2 (TOP) 2 (BOTTOM) E::EDGC DISTANCE AIVIAMY PANEL LFI.GTH L- (N.) ^ 9'-0" OR LESS 9'-0- TO 70'-0' , AND C.B. - ] f/S •^ Cr TAP —GRIP TO CQNCRE7E TO MASUNRy 3 1/2" N/A 12- 6 1/2- 72- N/A 11^ 6 1/2" 11 N/A 11^ 6 7/2^ 12- NIA 12' 6 1/2^ 71^ N/A 10" 5" T N/A S_ STRUCTURES PAHELLATES 7p CONCRETE TO M45LWRY 1 1/Z- N/A 9 1/2^ 9 1/2 9 1/1^ N/A 9 1/2^ 9 1/2^ +65.0, —77.0 +62.0, —73.3 - 9 1/2- N/A 3 (TOP) 9 1/7- 9 1/2- 3 (BOTTOM) 9 1/2- NIA / 4 (TOP) 9 1/2- 9 I/2^ 4 (BOTTOM) 9 1/2^ N/A 5 (TOP) 7 1/Y 7 1/2^ 5 (BOTTOM) 5^ N/A 6 (TOP/BOTTOM) 8 1/2^ N/A 5 1/2 NIA 8 1 2^ / N/A 6" N/A 4 7/2- N/A 7 (TOP/BOTTOM) N/A 6' N/A N/A N/A 6^ 1✓/A TJ/A 12^ 6" N/A 12 6^ 6^ N/A 6^ 6' 6" N/A 8 (TOP/BOTTOM) 2 (TOP) 6^ _ 6 N/A N/A 6" '6 MIA N/A 6^ 6^ 6- N/A N/A 6^ Y 5 1/2 6^ NIA NIA / 6^ 5 q^ 6^ ' N/A N/A 2 (BOTTON) 6 (TOP/BOTTOA!) 7 (TOP/BOTTOM) N/A N/A '. N/A N/A 6^ 6^ 6^ 6^ 8 (70P/BOTTOM) * SEE SHEET 7 & 8 OF 8 FOR ANCHORS 17PF & SPACING FOR INSTALLANONS INTO N90O FRAME BUILOINGS. * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2^ EDGE DISTANCE. FOR E D. LESS THAN 3 1/2-. REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOMNG FACTORS. (Min. E 0. FOR RAWL CALK —IN ANCHORS & ELCO PANELMATE IS 2 1/2•). ACTUAL E. O.mol FACTOR AM rXK—/N Cr T.w—GRIP X.75 1.00 2 1/2^.50 .80 _ PRODUCT RENEWED ACCE7TANCE No. 00� EXI'MATIO; l DATE-0 0 ZOO-? BY PRO T C NIROL DIV1510N 13IIIIDING CODE COMPLIANCE OFFICE TiL ECO IHc_ APPOOVED AS COMPLYING WMI TUE SOUTII FL1¢JOA DUILDIM CODE DIRTC OC, 06 , cg 9y'g DT �Z�� PRODUCT comil owso.. DUILOiNG COOL COAIPI.ANCF Di1`ICf, ACCEPTANCE llo-qB=o-8! R -DADE COUNT urt 0.050" BERTHA STORM PANEL AS SHOOr. SLE ' EASTERN METAL SUPPLY, I'NC 7DATE8 c Aw..Sq NK .) - A M . Irl. W1p.VR fng.p . n AU6-H-Z003 NE)' lll0 CUMTREAM ALUMINUM & BUTTER ddn'17-LUUJ�QGllj U9:47 UULP�IncAII a1UAIPUA 6 BhU11Gh Jan 15 03 0®:16a u V1 IIL-I% wV ICJ: EMSIW NAMssftwu COCYo41q If0�1 1NC � oaDG iYA 1+ Da[tArppv IMM InPe01m �t G!; CA glaw S q MNEA (FA�)28�9940 IraLlcalyj�U ss35es47Bo P, MAN P. UU0U1 rrlL;AL ELEVATION Wm .�, PgF` .,. czka krC PLAN VIEW TYPICAL_ PAnm EGR,EM PANEL Pgmgr , 24 GAGE GALV. STEEL STORM PANEL 02--08080 F.I JM / JK P. UU0U1 rrlL;AL ELEVATION Wm .�, PgF` .,. czka krC PLAN VIEW TYPICAL_ PAnm EGR,EM PANEL Pgmgr , 24 GAGE GALV. STEEL STORM PANEL 02--08080 F.I JM / JK 1_uCrc l_uuntN :;utidtr.y and [,prllriv Department 2300 tiirainin venue Fort Pierce, FL 3498 361-462-15=3 SCANNED St. Lucie County Design Certification for Wind Load Compliance This Certification is to be completed by the project design architect or engineer. 7-nis C--titicadon mus: be submmcd -•i' all spplieations for building permits involving the construction of new residence (single or mulu- family), rrsidcotial addition. any ac=sory structure requiring a building permit, and any nonresidential structure. This Certit`rcanon shall not epply to iMM- 01 renovations (provided that no structural walls. columns crothcr similar component is being effected) and certain other minor building permits. For further assistance, please contact the -Building Inspection Office at 462-1553 or 462-2172. pro ca Namc i CMa lN'@S Offim Usc Only Street Address Permit Number l(o8-St?8 Mu1l1GRi-t G(R=-R— Occupancy Type Construction Type Certification Statement_ I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St- Lucie County. 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 one) Enclosed X Partially Enclosed Open Building 3. Building Height: Z & 4. Wind Speed Used in Building Design: 12fA 3 seconndrggusst S- Wind Exposure Classification (re(cr to exposure tablesio Building Codc identiCrcd in Line kQ: � �✓ry�\y 6. Average Wind Velocity Pressure on Exterior Faces of Structure S`2 PSF 7- Peak Wind Velocity Ptressdre on Exterior Faces of Structure 3� 8, ImportancefUse Fadtor (obtain From Building Code): 1.0 9. Loads- Floor 5o PSF Roof/dead —rQ57 PSF Rooff ive .SS PSF 10, Were Shear Walls Considered for Structure (check one): Yes X No if No, attach explanation) 11. FS a Continuous Load Path Provided (check one): Yes x No _ (if No, attach explanation) 12. Are Couiponent and Cladding Detail Provided (check one): Yes u No _(if No, attach explanations? 13.Minimum Soil Bearing Pressure: 256-0 PSF As witnessed by my seal, I hereby certify that the Information included with this certification is to t��[tr1 correct, to the best of my knowledge and belief Name: R. Qt1tA1P)uRx2 certificationt{ tt: Iltl7FE't [3eaYii Sew �- . Design Firm: G� r^ tssce--Ax t£S. Date: "Q,g 2�() r 1 .. SLCCDV Form ff 020-00 F�ORIOP' Pro.du'ct Review. Aff daVjfGANF_:D St Lucie.County, Public Works Department $t �UG13 �oUP1 Code Compliance Division, 8168 ^ acza Che .following products will be installed in the.structure 3uilding Penxlit # Dwners Name Reserve Homes LTD Owner's :ontractor_xotter Signature- Homes Contractor's Ad located at P/lZu-L G^-,Za C�trc.c 6_ ' Address 92an•Reserve Blvd dress 2160 NW Reserve PA. Trace Prbduct Design Pressures Manufacture Model.Number Method of Attachment YYtndows - 4�Lk�LA�7�1 1st Choice +�{ - loran dex 437/438 TAP CON unit thru buck to 2ndChoicenrw,llq„ 41,3 _r{(,3 L'k\,QzcA - 1-4--1S4� masonry 1�1 embedment min.• vixea mass . • aa5/ria„ 1st Choice V 7-Choice ii,d 11l µplluq,l orand x. �''•"� �'! � 3 438 ,'CY}DI/tib TAP CON unit thru buck to E}`i8 SG,7 htM• RcAct� R� a� masoury'1} embedment min ISIUSS koLner) Butt Glass (�a 6p Arch �4' x ayb.• 'C,4�_or1 Al &, ezt, Aluminu ri6G{ `l3'b` {Sb3 .�! FRdDt-.2N�RS t111 G,C! Glass Block i�� Pittsburgh- Ar us See Plan Detail 311ding Glass Doors 1st Choice �snn',/qnl TAP no 2nd Choice nr �qn �q, 7 _yq, � LAW �� ODn masonry 11; embedment min. wing Type Doors 1st Choice . -i e , DoorEnter 2 lilo 711 ea. end+24" oc 2nd Choice l�q.l j�6 Gen..product Benchmark (2)(110 711 ea. endt24" on' )verhead Garage Doors .1st Choice 2nd Choice ul ,,u q.i c e xI 5/8 Lag Screws at each Bracket n .00fing Material Asphalt/Fiberglass _ Metal OthereStl�)1T �kTB�4iA S. ;�:wl�• ..FCL•t16 SV4q>J cutters. • Choice t 1S -841 m- "asL { 2 i GuA4;F have reviewed the above components and cladding, and have e p f 1r us �;'UMIIogWiure-to rovide adequate resistance to the wind loads and forces speciled. b .g+sry t co : e p-xoyigto •'• ` lame; C`LL NT 1 Signature )engn Firm GL(�- 952SOG/6Eg. lf`l,C. Cert, No, " r IA -DARE COUNTY, FLOPm,& ' METRO-DADE FLAGLER BUILDING BY BUILDING CODE COMPLIANCE OFFICE �t.LucieCoult�Y 1vf 0-DADEFLAGLERBUILDJNG 1a0 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)7 s 29 1 P X(305) 375-2908 Eastern Metal Supply, Inc. 3600 23rd Ave., South OONTRACTOR LICENSING SECTION Lake Worth,FL 33461 (305)375-2527 FAX(305)375-255a -- CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROLDIVISION Your application for Notice of Acceptance (NOA) of: (305) 375-2902 FAX (30,1372-6339 0.030" Galvanized Steel Storm Panels Shutter uader'Chapter 8 Of the Code: of Miami -Dade Cotmty governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be validafter the expiration date stated below. BCCO reserves the right to secure this Product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in -the approved manner, BCCO may revoke, modify; or suspend the use o-f such product or material immediately.• BCCO resBrves the right to revoke this approval, suspend e determined by BCCO that t�iis product or material faiis• to meet •the requirements of the South Florida is Building Code. � � ..... .. _ ._ .-. . The dispense of such testing ,vill `ue incurred by.mauacturer. S the nf ACCEPTANCE NO.: 00-0919.10 EXPIRES: 0610712,004 Raul Rodriguez Chief Product Control Division THIS IS THE CO VERSHEET SEE ADDTL VAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. ',r Director APPROVED: 06/07/2001 Miami -Dade County Building Code Compliance Office I 11s05500011oc2000Hcemp1aces\nouce axcepais6 mver pape.dot Internet mail address: postmaster@buildin'-codeonline.rnm Eastern Metal SuppIy Inc ACCEPTANCE No. • 00-0919.10 APPROVED 06/07/2001 EXPMES 0610712004 1. SCOPE This approves 0.030" Galvanized Steel Storm Panels Shutter, as described Notice of Acceptance,in Section 2 of th designed to comply with the South Florida Building Code, 1994 Edition f( 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. PRODUCT DESCRIPTION This-0.030" Galvanized Steel Storm Panels shutter and its components shall be constructed in stric compliance with the following documents: Drawing No. 00`252, titled "24 Gage Galvanized Berth Steel, Storrs Panels", prepared by Tilteco, Inc., dated July-10, 2000, last revision;#1 dated April 3 2001, sheets I -through 9 of 9, signed and sealed by Walter A. Tillit Jr.,. evisi .bearing the ri .:.. .:..., .Dadc-Co lnty -Product. Control -approval stain ' . , . er. date.by..the:Miami-Dade County -Product Control Division cThese.,d _pta nts shall heremafpro bf referred to as the approved drawings, 3• LD IITATIONS - All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 0.030" Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with theiapproved drawings. S. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement:; "Mami-Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application fort building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly' marked to show the -,components selected for the proposed installation. 6.1.3 Any other documents required by the Building Ofncial or the South Florida Building Code (SFBC) in ordei to pr9perly evaluate the installation of this system. Helmy A. 1vl -ar, P.E. -product Control Examiner Product Control Division - Eastern Metal SuppIv Inc ACCEPTANCE No.. ' 00-0919.10 APPROVED a• r 06/07/2001 06/07/2004 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed anc original submitted documents, including test -supporting data, engineering documents, are no older than e (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and following statement: "Miami -Dade County 'Product Control Approved", or as specifically stated in specific conditions of this Acceptance. 3 - Renewals of Acceptance will not be considered if. a: There has been a change. in the South Florida Building Code affecting the evaluation of this prod and the producf is not in compliance with the code changes. b. The product is no longer the•same g product (identical) as the one originally approved. Acceptance hfllder-has not � jj�J.: all A- the requirements of this. acceptance„including .correct installation of the d- • The . eJ2 ricer, who originally prepared; signed and sealed the required documentation iriitia submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or pr be cause for termination of this Acceptance, unless prior written approvaocess shall automatica l 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 otb purposes. 6. The Notice of Acceptance number preceded by the words Miam>-Dade County, Florida, and fo expiration date may, be displayed in advertising literature. If any portion of the Notice of llowed by t] Acceptance displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall t Provided to the user by the manufacturer or its distributors and shall be available for inspection at the job si• at all time. The engineer needs not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal c Acceptance. 9- This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TBM ACCEPTANCE Hehny A. akar, P:$ -Product Control Examine Product Control Dhgsion f; ST LUCIE COUNTY FIRE DISTRICT SGNwED BUREAU OF FIRE PREVENTION BY PLAN REVIEW St. LucieCoWty 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-04-201 Occupancy: Castle Pines Building Dept: 24040892 Address: 8168-8178 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: 12,936 Net sq ft: OccupankLoad: Based On: Construction Type:_ . SBCCI Type: VI unp: -NOTE 1. All revisions must be incompliance before the final inspection. ^ 2. The Fire Marshal requires 24 hour notice.on all inspections. r 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's OfficeF, ` 4. Permit fees are'required to b6:paid. in full prior toany'inspections. 5. Failed inspections require payment of fee prior torescheduling of further inspectioni,; - y 6. A copy of the required revision/shave been transmitted to the Architect. ( )-'Contractor 7. Penetrations through rated assemblies shall be of 'proper UL design. 8. UL design criteria shall be submitted with the construction plans: 9. Fire Alarm Panels shall be located indoors. THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION IS CURRENTLY ENFORCED. REVISIONS REQUIRED ACCESS BOX IS REQUIRED ( ) ACCESS KEY SWITCH REQUIRED ( ) 1, Model "D" Bedroom # 3: Provide a smoke detector within the room. 2. Model "D" Loft/Den/Bedroom: Smoke detectors are required both inside and outside of the sleeping area. Plans do not indicate this. Reviewed by: Date: 5/7/2004 SCANNED BY St. Lucie Counts, Equipment Schedule Unit# 1 SEER lZ HSPF S Make CNNDeC Tons 3 Cond. Unit Mod.# 121-IPB36 A/H Unit Mod.# (!49 2'?M- q I Heater Mod.# Lc, -Cd29-/D Sensible Cooling zoo Latent Cooling �� e-oo Total BTU's 40 a 0 NISAIR Air Conditioning Stuart, FL 34994 772-283-0904 /V-o LTE2- The Torrey Pines - Mod. A HVAC Load Calculations for Kolter Signature Homes, Inc. 2160 Reserve Park Trace Port St. Lucie, FI 34986 rr' r Mi 45 � ■ Prepared By! Jose Nisalr Air Conditioning 1601 Decker Ave. - D404 Stuart, FI. 34994 772-283-0904 Wednesday, April 21, 2004 Project Title: Project Date: Client Name: Client Address: Client City: Client Phone:. Company Name: Company Representative: Company Address: Company City: Company Phone: The Torrey Pines - Mod. A Thursday, May 08, 2003 Kolter Signature Homes, Inc. 2160 Reserve Park Trace Port St. Lucie, FI 34986 772468-4703 Nisair Air Conditioning Jose 1501 Decker Ave.- D404 Stuart, FI.34994 772-283-0904 Daily Temperature Range: High Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor. 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Dry Bulb Wet Bulb Rel.Hum Winter: 42 0 0 Summer: 90 78 50 Square ft. 1,182 1,521 Indoor Grains Dry Bulb Difference 72 0 75 61 Square It. Per Ton: 531 Total Sensible Gain: 26,011 Stuh 76 % Total Latent Gain: 8,366 Btuh 24 % Total Cooling Required With Outside Air: 34,377 Btuh 2.86 Tons (Based On Sensible + Latent) WON :a<:...<'n:'u :..: »::CS`. :K,•a .: <: >::..y.,....: >.... >Se -h :.."'J...xi?»u:y?`4a'y<:Ne,' <:k�..:i'r.:Y:>'.R,. :✓f�. y..I<.:J R�... ak .t o^i^C:k:' „n§. A ,. ,�.,h ,....Sv...,., u ,. '�),.: ,,. , S'n �A>4. .. k. :,nCn. •.� a..K.: )YCQn. .j..;.+. . .go- .: :.< 3za^"a<o':>.a>r :'�O,`s>:,.:.,., ,'�\, mR::�:gx,.�..>•ag:..,:n>,g;>.,;.<:..<:. Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Summer: Calculate: Use Schedule: Roughness Factor. Pressure Drop: Minimum Velocity: Mabmum Velocity: Minimum Height: Mabmum Height: Yes Yes' 0.00300 0.1000 in.wgJ100 ft. 650 ftJmin 900 ftJmin 0 in. 0 in. 90 78 Yes Yes 0.01000 0.1000 in.wgJ100 ft. 450 ftJmin 750 ftJmin 0 in. 0 in. 50 75 Infiltration: 0.700 AC/hr 0.400 AC/hr Volume of Conditioned Space: X 15019 Cu.ft. X 15019 COL 10,513 Cu.ft./hr 6,008 Cu.ftJhr X 0.0167 X 0.0167 Total Building Infiltration: 175 CFM 100 CFM Total Building Ventilation: 0 CFM 0 CFM —System 1— Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 41.50 = (0.68 X 0.999 X 61.09 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 32.97 = (1.10 X 0.999 X 30.00 Winter Temp. Difference) 61.09 V�JIGI/11 Zone 1 I,JGI 1,521 LV,V11 26,011 V,JVV 8,366 J'T,V/I 34,377 VI,V IV 31,810 413 ,IVV 1,183 ,�v 1,183 •� 1-Bdrm#2/Bth 266 8,723 1,869 10,612 6,666 87 397 397 3-7 2-Din Rm/Kit 425 2,598 2,292 4,890 6,473 84 118 118 1-6 3-LivRm 350 9,938 1,037 10,975 8,955 116 452 452 3-7 4-Mstr BdrmBth/Laund 480 4,752 3,147 7,899 9,716 126 216 216 2-6 IA-co-o: uiazmg-smgie pane, operaoie wmaow, clear, ioi D,van u i4,ozc �y,a�c metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, light color drapes with medium weave with 50% coverage 1A-eb-d: Glazing -Single pane, sliding glass door, clear, 104 3,370 0 3.758 3,758 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, light color drapes with medium weave with 50% coverage 11 D: Door -Solid Core 37.6 440 0 308 308 13A-4ocs: Wall -Block, board insulation only, R-4 board 1303 5,589 0 1,247 1,247 insulation, open core, siding finish 12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity, 227.4 662 0 30 30 no board insulation, brick finish, wood studs 16D-19: Roof/Ceiling-Under attic or knee wall, Vented 1521 2,236 0 1,864 1,864 Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-19 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 188 6,655 0 0 0 insulation below floor, any floor cover, passive, heavy Subtotals for structure: 24,038 0 21,729 21,729 People: 4 800 920 1,720 Equipment. 2,900 0 2,900 Lighting: 0 0 0 Ductwork: 1,995 510 1,712 2,222:- Infiltration: Winter CFM: 175, Summer CFM: 100 5,777 4,156 1,650 5,806, Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0- 0 Total Building Load Totals: 31,810 8,366 26,011 34,377 o. , ......y ...Nrir �..... I,..... Square ft. of Room Area: 1,521 %1...,.,,...' , .... Square ft. Per Ton: 531 v :>�� .:nC::x..'e�..:.:}a•..a:::'ti:pis.;:a:.;;:>.:.x`!:i.:r.a•:,:.i:3.. �;> �x:�.. .. �.: >r. ,•,r,:. x..:...,.a`..R...x;�e..<«.�<:>;[::r�'s�d>:.:...«:>yrF`�:;rr':F�':°':'�.i:>;.ry.;x>xs\s oef...:.d�'«%aw:..i.<.�i..:..:.�x,.>:ry.kc.<%.ri:�.r:.�'a'f::IlsCalK.?ii'.:": ... �.�..�a..o. c.«crw <>....m.>.<p: "y$..:M..... .::.<>.ai..:.:...a. n:....,...... Total Heating Required With Outside Air: :>:.... 31,810 T ..... Btuh 31.810 MBH Total Sensible Gain: 26,011 Btuh 76 % Total Latent Gain: 8,366 Btuh 24 % Total Cooling Required With Outside Air: 34,377 Btuh 2.86 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. ..�\>...:5...::...F..b\\.,h:.y.X...\»3<.:er\.. �..\....Ysa.:^•..�.<•...:x.....<a11.. �>. .\ �<\`..3;`:`MGfti Z�^:;..4,�.. .r.\.\��:�:�<. �\ei' • w.a::<.`.\,RY.>,-n<>.�,'.:,<�>x.3d?.,E<.�5:,,.35.`y.•<;x:`\>;2\:.i,\»•>..��ca::�:5?!><2:.Ot:<�'.>3;�i�\y.O,:a�..<c:i'>'ii`<d::a \S'i', >-,?<Y>?'S.Yr::\:;>.$,;>�;r �`o...:.%: o:^>x?",:: Rr.,. .. .. .R,.A. ..:. \\. .,. - ..�q... ..: \,..,......�>..., �� ri' � -, i..:'•�. .; wa:: � �a7 .: i':.ai<. i�r�'<':o ^`,14,522 . <� .. U: .� v.. 1A-cb-o:Glazing$inglepane,operablewindow,clear, 157 5,086 0` 14,522 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, light color drapes with medium weave with 50% coverage IA-cb-d: Glazing -Single pane, sliding glass door, clear, 104 3,370 0 3,758 3,758 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, light color drapes with medium weave with 60% coverage 11D: Door -Solid Core 37.6 440 0 308 308 13A-4ocs: Wall -Block, board insulation only, R-4 board 1303 5,589 0 1,247 1,247 insulation, open core, siding finish 12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud cavdy, 227.4 662 0 30 30 no board insulation, brick finish, wood studs 16D-19: Roof/Ceiling-Under attic or knee wall, Vented 1521 2,236 0 1,864 1,864 Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-19 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 188 6,655 0 0 0 insulation below floor, any floor cover, passive, heavy Subtotals for structure: 24,038 0 21,729 21,729 People: 4 800 920 1,720 Equipment 2,900 0 2,900 Lighting: 0 0 0 Ductwork: 1,995 510 1,712 2,222' Infiltration: Winter CFM: 175, Summer'CFM: 100 5,777 4,156 1,650 5,806 Ventilation: .Winter CFM: 0, Summer CFM: 0 0 0 0 0. System 1 Torrey Pines Mod. A Load Totals: 31,810 8,366 26,011 34,377 Square ft. of Room Area: 1,521 Square fL Per Ton: 531 Total Sensible Gain: 26,011 Btuh 76 % Total Latent Gain: 8,366 Btuh 24 % Total Cooling Required With Outside Air: 34,377 Btuh 2.86 Tons (Based On Sensible + Latent) .r.atS:::.ye::;<-:xem:n»^z.'u<?'y'..:.x.:>'.?$C:..<a:0<:E..m:<.:?..'.C`::y�k::"„•�wi':o„yR>3,),:p ..£.:..::i^u,:.:. .: v,,X3,.Fx;:: >� w•o .::�:. `S:bb.. a:;':`c.�...? :..a�._:...,, �:..i.;.. s ,:oa.:.:..:Fi.<.Ds .. ».. »:.: e,.: a:5a' ..3 = NEW,' ...:vr«..eGa. ;;&«»a>.r.,a.:.;.,.:.:..:,.a":<3c:,.or>,:?:<;;:::�F:<ka3Ur3;:;;�:.::;'?ac«' Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 1A-cb-o: Glazing -Single pane, operable window, clear, 157 5,086 0 14,522 14,527 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, light color drapes with medium weave with 50% coverage IA-cb-d: Glazing -Single pane, sliding glass door, clear, 104 3,370 0 3,758 3,758 metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, light color drapes with medium weave with 50% coverage 11D: Door -Solid Core 37.6 440 0 308 308 13A-4ocs: Wall -Block, board insulation only, R-4 board 1303 5,589 0 1,247 1,247 insulation, open core, siding finish 12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity, 227.4 662 0 30 30 no board insulation, brick finish, wood studs 1613-19: Roof/Ceiling-Under attic or knee wall, Vented 1521 2,236 0 1,864 1,864 Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-19 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 188 6,655 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 24,038 0 21,729, 21,729 People: 4 800 920 1,720 Equipment 2,900 0 2,900 Lighting: 0 0 0 Ductwork: 1,995 510 1,712 2,222 Infiltration: Winter CFM: 175, Summer CFM: 100 6,777 4,156 1,650 5,806 System 1, Zone 1 Load Totals: 31,810 8,366 26,011 34,377 Square ft. of Room Area: 1,521 Square fL Per Ton: 531 Total Sensible Gain: 26,011 Btuh 76 % Total Latent Gain: 8,366 Btuh 24 % Total Cooling Required: 34,377 Btuh 2.86 Tons (Based On Sensible + Latent) a>.::r>�.. ....>. :>erne^;2sz:n:»v.>,:.M:gr:«:.�y2d,':>:�>#.?d7:x>'�•ax::..::.. ":,.xv� ,..<:.C,..a..«..>:.,:..:.'CY..,...3�:C:.>. .>�4 `.wR�. 1.a::....,..:.. .x.:�:k.. >:,....x.. �.4. .> <.:o>:..:•-3>-.<.. .:�:.>v.:;. r> ..>w�.<i<«A:;�Y+Z�S'... .v..a>,,,,:.<e<•..; v.`�i3.:c>.'e.:.<aav:..:.:...:...:.:..x:>.:::.«...:;.i.....>i.>.:.g Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Room Width: 14.0 ft. Zone Number: 1 Area: 266.0 sq.ft. Supply Air: 397 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 9.9 AC/hr Volume: 2,394.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 132 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM RunoutAir Velocity: 495 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./l00 ft. Actual Winter Infil.: 38 CFM Actual Loss: 0.127 in.wgJ100 ft. Actual Summer Infil.: 22 CFM E -Wall-13A-4ocs 16 X 9 92 0.143 4.3 395 0.2 0 18 S -Wall-1 3A-4ocs 2 X 9 18 0.143 4.3 77 0.3 0 5 S-Wall-12Mbw 9 X 9 81 0.097 2.9 236 0.0 0 4 E-GlsAA-cb=o shgc-0.75 2%S 26 1.080 32.4 842 131.5 0 3,419 E -GIs-IA-cb-o shgc-0.75 2%S (2) 26 1.080 32.4 842 131.5 0 3,418 UP-Cell-1613-1919 X 14 266 0.049 1.5 391 1.2 0.: 326 Floor-22A-pm 44 ft..Per. 4' 44 1.180 35.4 1,558 0.0 0 0 Subtotals for Structure: 4,997 01 7,332 Infil.: Win.: 37.9, Sum.: 21.7 396 3.159 1,251 0.902 900 357 Ductwork: 0.067 418 0.070 89 574, People: 200 IaUper, 230 sen/per: 2 400 460 ' Equipment: - 500 0 Room Totals: 6,666 1,889 8,723 Room Length: Room Width: Area. Ceiling Height. Volume: Number of Registers: Runout Air: Runout Duct Srze: Runout•Air Velocity: Design Loss: Actual Loss: 25.0 ft. System Number. 17.0 ft. Zone Number: 425.0 sq.ft. Supply Air: MO ft. Supply Air Changes: 4,675.0 cu.ft. Required Vent.: 1 Actual Winter Vent.: 118 CFM Percent of Supply.: 6 in. Actual Summer Vent.: 602 ftJmin. Percent of Supply: 0.100 in,wgJ100 ft. Actual Winter Infil.: 0.231 in.wg./100 ft. Actual Summer Infil.: 1 1 118 CFM 1.5 AC/hr 0 CFM 0 CFM 0 ,% 0 CFM 0 % 40 CFM 23 CFM S-Wall-13A-4ocs 13 X 11 143 0.143 4.3 613 0.3 0 41 N-Gls-IA-cb-o shgc-0,75100°kS 15 1.080 32.4 486 36.1 0 542 N -GIs-IA-cb-o shgc-0,75100%S 20 1:080 32.4 648 36.2 0 723 UP-Ce11-16D-19 25 X 17 425 0.049 1.5 625 1.2 0 521 Floor-22A-pm 38 tt Per 38 1.180 35.4 1,346 0.0 0 0 Subtotals for Structure: 4,747 6 ' 2,050 Infil.: Win.: 40:¢, Sum; 22.9 418 3.158 1,320 0.902 950 = 377 Ductworks 0.067 406 0.070 142. 171 Equipment 1200 0 Room Totals: 6,473 2,292 _ 2,%81' l Room Length: 20.0 ft. System Number. 1 Room Width: 17.5 iL Zone Number: 1 Area: 350.0 sq.ft. Supply Air: 452 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 8.6 AC/hr Volume: 3,150.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 3 Actual Winter Vent: 0 CFM Runout Air: 151 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM RunoutAir Velocity: 564 ftJmin. Percent of Supply: 0 % Design Loss: 0.100 in.wgJ100 ft. Actual Writer Infil.: 39 CFM Actual Loss: - 0.164 1n.wgJ100 ft. Actual Summer Infil.: 22 CFM W -Wall-13A-4ocs 18 X 9 122 0.143 4.3 523 2.4 0 298 S -Wall-13A-4ocs 6 X 9 14 0.143 4.3 60 0.3 0 4 N-Door-11 D 3 X 8 24 0.390 11.7 281 8.2 0 197 N -GIs-1A-cb-o shgc-0.75 1 00%S 30 1.080 32.4 972 36.1 0 1,084 (2) W -GIs-1A-cb-o shgc-0.75 3%S (2) 40 1.080 32.4 1,296 133.4 0 5,336 S -GIs-1A-cb-d shgc-0.75 100%S 40 1.080 32.4 1,296 362 0 1,446 (2) UP-Ceil-I6D-19 20 X 17.5 350 0.049 1.5 514 1.2 0 429 Floor-22A-pm 45 ft Per 45 1.180 35.4 1,593 0.0 0 0 Subtotals for Structure: 7,114 0 8,919 Infil.: Wtn.:38.8, Sum.:22.2 405 3.158 1,279 0.901 920 365 r]ur-twnrk- 0.067 562 0.070 _ 117 654 Room Totals: 8,955 1,037 9,938 Room Length: 32.0 ft. System Number. 1 Room Width: 15.0 ft. Zone Number: 1 Area: 480.0 sq.11. Supply Air: 216 CFM Ceiling -Height 10.0 ft. Supply Air Changes: 2.7 AC/hr Volume:. 4,800.0 cuff Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 108 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity. 551 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wgJ100 ft. Actual Winter Infil.: 58 CFM Actual Loss: 0,194 in.wgJ100 ft Actual Summer Infil.: 33 CFM W -Wall-I3A-flocs 13 X 10 130 0.143 4.3 558 2.4 0 318 E -Wall-1213-Obw 16 X 10 146.4 0.097 2.9 426 0.2 0 26 E -Door-1 l D 2 X 6.8 13.6 0.390 11.7 159 8,2 0 111 S-GIS-1A-cb-d shgc-0.75 100%S 64 1.080 32.4 2,074 36.1 0 2,312 (2) UP-Cell-16D-19 32 X 15 480 0.049 1.5 706 12 0 588 Floor-22A-pm 61 It -Per. 61 1.180 35.4 2,159 0.0 0 0 Subtotals for Structure: 7,180 0 3,428 Infil.: Win.: 58.4, Sum.: 33.4 610 3.159 1,927 0.903 1,386 551 Ductwork: 0.067 609 0.070 161 313 People: 200 Iat/per, 230 sen/per: 2 400 460 Eauioment: 1,200 0 Room Totals: 9,716 3,147 4,752 1 Bdrm #2IBth 266 6,666 07 3-7 495 8,723 1,889 397 397 2 Din Rm/Kjt 425 6,473 84 1-6 602 2,598 2,292 118 118 3 Liv Rm 350 8,955 116 3-7 564 9,938 1,037 452 462 4 Mstr 480 9,716 126 2-6 551 4,752 3,147 216 216 System 1 total 1,521 31,810 413 26,011 8,366 1,183 1,183 System 1 Main Trunk Size: 16 in. Velocity: 848 Umin Loss per 100 ft.: 0.088 in.wg Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh FORM 600x2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name; THE TORREY PINES MOD. A 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 family or multi-f mily Single family _ a. Central Unit Cap: 36.0 kBtu/hr 3. _Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 2 _ b. N/A _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1488 W a N/A 7. Glass area & type Single Pane Double Pane _ _ a. Clear glass, default U-factor 0.0 fN 0.0 ft- _ 13. Heating systems b. Dfault tint - 249.0 W 0.0 fF _ a. Electric Heat Pump 'Cap: 36.0 kBtu/hr c. Labeled U or SHGC 0.0 ft' 0.0 it- HSPF: 7.50 8. Floor types _ b. N/A _ a. Siab,On1Grade Edge Insulation R=0.0, 177.0(p) It _ _ b. N/A _ o. N/A c. N/A _ 9. Wall types _ 14. Hot water systems a. Concrete, Int Insul, Exterior R=4.1, 1080.0 ft- _ a. Electric Resistance Cap: 40.0 gallons b. Concrete, Int Insul, Adjacent R-4.1, 320.0 ft- _ - EF., 0.94 c. Frame, Wool, Adjacent R=11.0, 358.0 & b. N/A _ d. N/A _ e. N/A - c. Conservation credits 10. Ceiling types _ (HP -Heat recovery, Solar a Under Attic R-19.0, 1488.0 ft- _ DHP-Dedicated heat pump) b. N/A 15. HVAC credit G. N/A _ (CF-Ceiling fan, CV -Cross ventilation, _ 11. Duct _ BF -Whole house fan, a. Sup: Unc. Ret Con. AH: Interior Sup. R6.0, 125.0 ft _ FT -Programmable. Thermostat b.,N/A M9r6Multizone cooling . MZ-H-Multizone heating) - Glass/Floor Area: 0.17 Total as -built points: 19577 Total base points: 20586 PASS I hereby certify that the plans and specific by this calculatio compliance with Energy Co DATE: I hereby certify that this compliance with the Flo OWNER/AGENT: - DATE: covered -21- 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: (vet lion: FLRCSB v3.30) FORM 60OA-2001 .SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , PORT ST. LUCIE, FL, PERMIT #: BASE AS -BUILT GLASS TYPES k, .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1488.0 25.78 6904.9 Single, Tint N 3.0 6.5 45.0 24.46 0.85 936.8 Single, Tint N 3.0 6.5 20.0 24.46 0.85 416.3 Single, Tint E 1.5 6.5 40.0 53.27 0.93 1980.6 Single, Tint W 8.0 9.5 64.0 47.90 0.58 1783.8 Single, Tint W 1.5 6.5 40.0 47.90 0.93 1779.2 Single, Tint S 13.0 6.5 40.0 39.84 0.50 790.1 As -Built Total: 249.0 7686.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 678.0 0.70 474.E Concrete, Int Insul, Exterior 4.1 1050.0 1.18 1274.4 Exterior 1080.0 1.90 2052.0 Concrete, Int Insul, Adjacent 4.1 320.0 0.65 206.4 Frame, Wood, Adjacent 11.0 358.0 0.70 250.6 Base Total. 1758.0 2626.E As -Built Total: 1768.0 1731A DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 13.6 1.60 21.8 Exterior wood 24.0 7.20 172.8 Exterior 24.0 4.80 115.2 Adjacent Wood 13.6 240 32.6 Base Total: 37.6 137.0 AS -Built Total: 37.6 206A CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1488.0 2.13 3169.4 Under Attic 19.0 1480.0 2.82X 1.00 4196.2 Base Total: 1498.0 3169.4 As -Built Total: 1488.0 4196.2 -FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 177.0(p) -31.8 -5628.6 Slab -On -Grade Edge Insulation 0.0 177.0(p -31.90 .5646.3 Ralsed 0.0 0.00 0.0 Base Total: -8628.6 As-6ui8 Total: 177.0 5846.3 INFILTRATION Area X BSPM = Points Area X SPM = Points 1488.0 14.31 21293.3 1488.0 14.31 21293.3 EnergyGauge®.DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCSB V3.30 FORM 600d-2001 SUMMER CALCULATIONS :Residential Whole Building Performance Method A - Details I ADDRESS:, PORT ST. LUCIE, FL, PERMIT* I BASE AS -BUILT Summer Base Points: 28402.6 Summer As -Built Points: 29466.8 Total Summer X System Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 29466.E 1.000 (1.079x1.150x0.90) 0.284 1.D00 9351.2 28402.6 0.4266 12116.5 1 29466.8 1.00 1.117 0.284 1.000 9351.2 EnergyGauge' DCA Form.WDA-20D7 EnergyGauge&FURES'2001 FLRCSB A30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 1488.0 5.86 1569.6 Single, Tint N 3.0 6.5 45.0 15.38 0.99 688.0 Single, Tint N 3A 6.5 2D.0 15.38 0.99 305.8 Single, Tint E 1.5 6.5 40.0 13.04 1.02 529.6 Single, Tint W 8.0 9.5 64.0 13.80 1.08 950.9 Single, Tint W 1.5 6.5 40.0 13.80 1.01 556.6 Single, Tint S 13.0 6.5 40.0 10.88 2.22 965.7 As -Built Total: 249.0 3996.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 678.0 1.80 1220A Concrete, Int Insul, Exterior 4.1 1080.0 3.31 3569.4 Extedor 1080.0 2.D0 2160.0 Concrete, Int Insul, Adjacent 4.1 320.0 2.08 665.6 Frame, Wood, Adjacent 11.0 358.0 1.80 644.4 Base Total: 175B.0 3380A As -Built Total: 1768.0 4879A DOOR TYPES Area X BWPM = Points Type Area X WPM Points Adjacent 13.6 4.00 54.4 Exterior Wood 24.0 7.60 182.4 Exterior 24.0 5.10 122.4 Adjacent Wood 13.6 5.90 80.2 Base Total: 37.6 176.8 As -Built Total: 37.6 262.6 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1488.0 0.64 952.3 Under Attic 19.0 1488.0 0.87X 1.00 1294.6 Base Total: 1488.0 062.3 As -Built Total: 1488.0 1284.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 177.0(p) -1.9 336.3 Slab -On -Grade Edge Insulation 0.0 177.0(p Z50 442.5 Raised 0.0 0.00 0.0 Base Total: 336.3 As -Built Total: 177.0 442.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1488.0 -0.28 -416.6 1488.0 -0.28 -416.6 EnergyGaugeO DCA Form 6MA-2001 EnergyGauge0/FlaRES'2001 FLRCSB V3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: BASE AS -BUILT Winter Base Points: 6326.1 Winter As -Built Points: 10469.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 10459.1 1.000 (1.068 x 1.160 x 0.92) 0.455 1.000 5424.8 5326.1 0.6274 3341.6 10469.1 1.00 1.140 OA55 1.000 5424.8 EnergyGaugew DCA Forth 60DA-2001 EnergyGauge®/FlaRES'2001 FLRCSS Y3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:, PORT ST. LUCIE, FL, PERMIT* BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 2 2564.00 5128.0 40.0 0.94 2 1.00 2400.34 1.00 4800.7 As -Built Total: 4800.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Total Points Points Points 12117 3342 5128 20586 9351 5426 4801 19577 PASS a EnergyGaugew DCA Form 6MA-2001 EnergyGaugeOIFIAES'2001 FLRCSB A30 FORM 60OA-2001 Code Compliance Checklist Residential_ Whole Building Performance Method A -Details ADDRESS;, PORT ST. LUCIE, FL, PERMIT # 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION - REQUIREMENTS FOR EACH PRACTICE .CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm1sq.ft. window areas .5 clim/sq.ft. door area. Exterior &Adjacent Walls 60B.1.ABC.121 CauUc, gasket, weatherstrip or,mal between: wlndowsldoors & frames, surrounding wall; foundation '& wall sole or sill plate; joints between exterior wall panels at comers; utility penetratorts; .between wall panels & toplbottom plates; between wells and floor. EXCEPTION: frame walls where's continuous infilfratlon barrier Is installed that extends from and is sealed to the foundation to the top plate. Floors WSAABC.1.22 Penetrationsropenings >1/8sealed unless backed by truss orjoint members. EXCEPTION: frame floorswhere a continuous Infiltration barrier is installed that Is sealed to the perimeter, Penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls & ceilirv;.penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps In gyp board &top plate; aftic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier Is Installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1 ABC.1.2A Type IC rated with no, penetrations, sealed; or Type IC or non -IC rated, installed Inside a sealed box with 1/2" clearances & 3" from insulation; or Type IC rated with < 2.0 ofm from ccnditioned space, tested. Multi -story Houses 6WA ABC.1.2.5 Air bamer on perimeter of floor cavity between floors. r _ Additional Infiltration refits 606.1 ABCA.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, e combustion air. RA-92 nTWPR PRPRCRIPTIVP MPARI IRPR /must ha mat nr avraariad by all maidanran 1 COMPONENTS SECTION' REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements In Table 6-12. Switch or clearly marked circuit breaker electric or cutoff must be provided. Extemal or bult-In heat trap r ulred. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Nonsommerclal pools must have a.pump timer. Gas spa & pool heaters must have a minimum thermal -- efficiency of78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated, and installed in accordance with the criteria of Section 610. Ducts In unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 1 Se rate rmiliivac6msIbI6 manual oiautpinAc thermostat for each system. Insulation W4.1, WZ1 Ceilings -Min. R-1g. Common walls -Frame R-11 or CBS R3 both sides. Common ceiling & floors R-11. EnergyGauge1°" DCA Form 600A-2001 EnergyGauge®/FIaRE52001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE" = 84.6 The higher the score, the more e I ent.the home. KOLTER SIGNATURE HOMES, INC.,, PORT ST. LUCIE, FL, 1. New construction or axisting ' New _ 12. Cooling systems 2. ,Single hmity or multi -family Single family _ a Central Unit Cap: 36.0 kBtu/hr 3. Number ofuaits, ifmulti-family 1 _ _ SEER 12.00 4. Number ofBedrooms 2 _ b. N/A _ 5. Is this a worst case? Yes - _ 6. Conditioned floor area (W) _ 1488 fF c. N/A 7. Glass area $ type Single Pane Double Pane _ a. Clear - single pane 0.0 P 0.0 ft' _ 13. Heating systems b. Clear -double pane 249.0 ft' 0.0 R' _ a. Electric Heat Pump Cap: 36.0 k&u/hr _ c. Tiat/other, SHGC - single pane 0.0 W O.O.ft' _ HSPF: 7.50 d. Tiat/other SHGC - double pane b. NIA _ 8. Floor types a. Slab -On -Grade Edge Insulation _ R=0.0, 177.0(p) ft c. N/A b. N/A _ c. N/A _ 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 40.0.gallons _ a. Concrete, Int Insul, Exterior R-4.1, 1080.0 ft = EF: 0.94 b. Concrete, Int Insul, Adjacent R�4.1, 320.0 ft _ b. N/A c. Frame, Wood, Adjacent R-I1.0, 359.0 ft- d. N/A _ c. Conservation credits e. N/A (ER -Heat recovery, Solar - 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Atiio R-19.0, 1488.0 R2 _ 15. HVAC credits b. NIA _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A _ BF -Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a Sup: Unc. Ret Con. AM Interior Sup. R=6.0, 125.0 ft MZ4Multizone cooling, b. NIA M2r11-Multizoae heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final ' on. Otherwise, a new EPL Display Card will be completed based on installed Code co Builder Signature: Date: L713 popes- SZ- Luc t E Address of New Home: WU %tiro{ CLK9-'r-m City/Fl,Zip: FL 8(� *NOTE. The home's estimated energyperformance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a USEPAIDOE EnergyStefig designation), your home may qualify for energy efficiency mortgage (E O 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 CommunityAff 9QV*rdon FLRCSB v3.30) 12/23/2003 61:41 77212837229 I NISAIR - AIR CONDITION *PAGE' 26 J E ""T AiP W IDW ��"Ocil',MPOUIANCES VATTER`Mi ATING", ;Q, PIM-7�All Tfiqu Res' 4efi!-'ti'af`W';,' hip'lej, Pui �Pd vni Once Method A - Details, ,. �d 1 9 1. fp RE WIT T�BASE 6S _ILT WATJEWHEATING- -'q tr N4mber of X Multiplier. Total '-Tank EF NuMber'of XTank X Multipier X Credit TOM[ Bedrooms Volume Bedrooms Ratio Multiplier 3 25f��.00 MgZb 40.0 0:94 - 3 i.OD 2400.34 tou 7=4 �4 C'O'D�E.!Ci-,CiM�P-LIIA;N'C,ESTATUS r "BASE"AS :BUILT ir. dtai, l600ii4 ke6ti ngi- t. Total - if �p P;R7jj12467., 12/23/2003 '61:41 7722837229 'NISAIR AIR CONDITION PAGE .'27 FORM 60OA-2001 Cod e, Ce m3. - plianceChacklist Residential Whole. BUilding Performance M6thod A - Details ver7l. =77 v Erosr9yMvr-q'0*F= 6D011 *1 or must have a pirnp t1mr. Gas spa 4'pod heaters must have a minimurn toerMG) Wkmw 78% 1 ErawGp_FMRES=I, FLRCSS v3.3o vttPl Me cmalla of secftn 610. R3 both skim. 12/23/2003 01:41 7722837229 ,NISAIR•AIR CC3HDITIOW KOLTER SIGNATURE HOM% INC., LO1 , Su6 , Plat•,,, PORT ST. LUCIE, FL, 1. Now crosttuefim w eewftg Now — 12: Cooling systems . 2. Siugtafamilyormul6d'smdy Mul$fltrpily a.Ceutral:unit Cap.36lO.id3bAt 3. Number oftmits,iftmtld-ha* A _ S,EMi2.0tt — 4. Number ofHodmms 3 — b, N/A _ 5. ra this a wow ease? Y® - _ 6. ConMoMd floor am (fe) 1847 B' a N/A — 7. Glaaa arm & typo Single Pere Damblc Pale � — a dear - siugk pie 0.0 ftc 0.0 fe — 13. HM&S gym= b. Clev-double 1» 227.0 M 0.0 if a. Electric Kest Pump Cap: 36.0 k6W/hr — 0.71,W htr SIltiC,s Sk POW 0.0ff 0.0fl — HSPF.- 7.50 d. minvother Sum - double pane b. NIA — & Fleortypes — — A Slab-Oe-Gm&Edge lnsaladoa R-0.0, 165.0(p) 8 — o. WA b. N/A — a N/A 14. Ratwatar.systems 9. Wolltypm - _ s. Weak Re istanm Cap: 40,0;gallons a Concrete, rot 1=4 Exterior R 4.1, 14W.01V _ Efi 0.94 — b. Ftmma Woad. Adjacwt R=.11.0, 170.0IF — b. N/A a NIA d. NIA — a. Consuvatim credits _ e. N/A (HR-Hcetrecwsry, Solar 10. Celiag types _ DHFDedieated beat pimp) . a UndmAtfic R=19.0,1093.0$2 — 15. AVACcredim PP, b.N/A — (CF-Cdliagfag, CV -Croft vaID7=06, c. NIA BF-Whokhousafun.. 11. Ducts _ PT-PrvgmwmaWcTberm Mt, a. Sup: Ux. Ret Una. Art: M6 S,up. R=,6,0. 150.0 R M&C-Multizow e0oting, b. N/A _ M7rH.Moldzo0c heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final ' on. Otherwise, a new EPL Display Card will be completed based on installed Cade co tares. Builder Signature: Date: g 1ldg,-BITSD'rZT 12;T- i1Ar(Iff Address of New Home: Muu.At rZAK C� i =LV- City/FL Zip: F L 3'L q 96 *NOTE: The home's estimated energy performance score is only available through the FI 9/RES computerprogram. Tits is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a USEPAIDOEEnergySt061" designation), your home may qualify for energy efficiency mortgage XW 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.ucfedu for- information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community FLRCSB v3.30) 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 existing New _ 12. Cooling systems 2. Single family or multi -family Multi -family _ a. Central Unit Cap: 36.0 kBtuAv _ 3. Number of units, if multi -family 8 _ SEER 12.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (R') 1947 R' c. N/A 7. Glass area & type Single Pane Double Pane _ _ _ a. Clear glass, default If -factor 0.0 R' 0.0 ft' _ 13. Heating systems b. Default tint 227.0 R' 0.0 R' _ a. Electric Heat Pump Cap: 36.0 kBta/hr _ c. labeled U or SHGC 0.0 W 0.0 R' HSPF: 7.50 _ 8. Floor types _ b. N/A a. Slab -on -Grade Edge Insulation R=0.0, 165.0(p) R _ b. N/A _ c. N/A c. N/A _ 9. Wall typos _ 14. Hot water systems _ a. Concrete, Int Insul, Exterior R=4.1, 630.0 R' _ a. Electric Resistance Cap: 40.0 gallons _ b. Concrete, Int Insul, Adjacent R=4.1, 850.0 R' _ EF: 0.94 _ c. Frame, Wood, Exterior R-11.0, 170.0 R' _ b. N/A d. N/A _ e. N/A c. Conservation credits _ 10. Ceiling types _ (FIR -Heat recovery, Solar a. Under Attic R-19.0, 1093.0 R' _ DHP-Dedicated heat pump) b. N/A _ 15. HVAC credits PT, _ c. N/A _ (CF-Ceiling fur, CV -Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup: Una. Rat Una. AH: Attic Sup. R=6.0, 150.0 R _ PT -Programmable Thermostat b. N/A M&C-Multizone cooling, M2:-H-Multizone beating) Glass/Floor Area: 0.12 Total as -built points: 24894 PASS Total base points: 25553 1 hereby certify that the plans and sp by this calcula compliance Energy Co DATE: I hereby certify that It compliance with the F OWNER/AGENT: DATE: ns covered Florida as deigned, 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: 12/•23/2003 I.01:41 77.22837229 NISAIR A'IR CONDITICN FORM;.600A-2Qg1 SUMMER' CALC.UL A110iNS Residential .W qle Budding Performance Methc PAGE 22 A'- Details MIT #: .'BASE - qgl BUILT GLASS TYPES 11 18 X' Conditioned X BSPM '_ Points Overfiang - FlaorA(ea T;.ypeSC, Omt Lenj H9b Area X. SPM X; SOP-=Poluts{ -_. 1847:0 . - 38.28.._ Bt709'- Slrigle; ,I7cd. - w,_ 20 7:0 .$4.0 47.90 -OM 2XIA, • suroe, -nnt. S 13b ' 70 36.0 39.04 ' •.0.50 718:8! •, Sfogle, M'4 E ' 5.0 AO 9A' S32T 0.47 227i3'. . t3ggk, Tit,. 'E- 50. 2.0 �24.0 53;27 ^ 0.81 1030.2. Single, Tint. E'' 7.0 9.0 64.0 5327 0.60 2028.7- .. Slime, TM' E. 7.013 0.0, 40.0 5327 0.49 103911i' W-0 1'343s WALL TYPES Area X BSPM1 Points Type R1Value Area X SPM . = Points ' Adpxmd i �7T00 0.70 1;19A Concn2te 1pt lnUul Fedor -... _..� # 4.1, - iA60.0 - I. a.. 1748.4 Amw i 1480.0 1,90 2512 0 Frame,: Wand, Adiacant f 11.0' 170.0 0 70 119A . eaaeT4"1: 1660A 2831:0 ,As8u0tT0mIg 1 1680.0 1400F; DOOR TYPES , Area X BSphk ype' 1 Area X SPM• _ . Points � Adjacent, ;200 ,1'.00 320 F�denor ln&tlaSeC, � - 20:0 4.80 .. 98;0 �' Etdefior 20,0 4.80 90.0 Adocentik ated. 20.0 1.60: 320 Base Total 46.0. 12U AsZiM Tidal: ; -. 40.0 CEILING TYPES Area X B$PM - Poir ft. Type R-Value Area X SPM,X SCM Points Under Attic--1093.0 'i2:13 2320.1 Under Atec. ^.. _-119.0 1093.0' 2.82X1,00. 3082,3 Base Total: 1093A ., _ ,2328:1 • As. -Wit Total: _. . _.... i 1. 1093A 3082.3, FLOOR TYPES Area X BSPM Points Type R}Value Area X SPM' = Points - Spb il5, - -- - o(p) .'31•.8 '-8247:0 Sta6�On-Grade Edge IrmMOon --�- -- 0.0 -165.0(p 31.9P-:_ -� 5263.61 .Raked 0.0 ;0.00 0.0. Base Toms: ,. '_ -_''.' _�'ASt7A As.&MTomle _. _ i. _. _ 186A_ '_ -6283A 77 lh FlLTRATION • Area X BS?M Points Area X SP,fV1 - PoiRts •_. 18470 I 1847.0. 14.3L 26430.e i EnaigyGalgee 00A Farn'60DA=2001 EllefgyCa9[geQtYF1aR E3'2001 FLRC8B.Y3.30 12L23/2883 81:41 7722837229 NISAIR AIR'CONDITION PAGE 23' FORM 60OA-2001 SUMMER. CALC�U.LATI.O�NS. . Residential Whole Building Perf9rmance Method'A= Details ADDRESS LoC„ Sub ,,'Plat ,PgRT3T LUEIE FL, PERMIT#: BASE ASi BUILT' Summer 8�se Points. ; 35141.5 f Summer Asm wilt Points ! 33640.2 Total Summer X .System ' _' Conlin8 It 7C Cap X Duch X System X Credit Cooling' P P. Pa Ratio MiAtiplier Muldplierv; MuHipl ®r Poirrts; oints e Multi ,tier ^ RoiMs' Com nent (DMxOSMxAHII) . 33R?82 A.000 (f 081*x f 150 x 1.1� D284 0 m 17Aq 4, 35141.5 . 0;4266 _ 149 1'.4 33586 2 1:9Q 11.175, 0 2S4'• 0 85Q. 12457.4 i i EmMyGaLgaTM;)CA'Fam=A-= ETW9VCA bRE52001 FLRCSBV3.30 e ' 12/23/2003 01:41 7722837229 NISAIR AIRiCONDITION PAGE' 24` FORM760W2001 WINTER .CA.LCULATI'Q'NS Residential Whole Building Performance Method; A - Details ADDRESS:LoE:," Sub:,'**,PIDRT.ST. LUCIE, FL, - PERMIT # j BASE AS -BUILT GLMS TYPES "-1 X 'Conditioned X 13WPM = Points - Oyerhang floor Area TypelSC Omt Len ,HM Area_X WPM X WOF'=Poi ' 19' .. 78A7.0 - .. 6E0 "'.'^ 78482 "� S1n6.14'Tkl[ W `-2.0 7.0 -_ 5G:0 13.60 'IV- 7562,.. Sing'C,'ILd. "S.' 73.0 .7.0 • 36;0- 70.88 220: 8634 I $W191e 7l� E' :5.0 4.0 9.0 13.04 121 141Ai '.; Shtgle; TiM E' - 2:0, 5.0 24.0 13.04 1:04 328.0 Single, Tmt: E 7.0; 9.0 s4.0 13.04 1"12 934.5 ' ,' 3inSjle,TiM E 7.01 6.0 40.0 13.04 1.19 '8=5'. 227.0 38aU ... WALL TYPES Area -X BWPM1A Porrks Ty po _ R-Value Area. X WPM. - d Adimaard Im 00',� C Int Ir:eul;!E]deFigr -' .d:1 1480:0 3.31 _ - 4691.4: • E)twr 11,80A 2 oed, Ad)acerd.. 11.0 170.0 1.801 3W.0 �'Baso Tatel: .; .10ti0A _"-:._,. 3Zli8.e�; AS-@WR;Totd:;. ". 7BSOA •.. --. - 81W,1�' DOOR TYPES Area X BWPM Pomts' Type, Area X WPM '= Points': .'.AdJecein:.. - , I ZO:o 1a.00" 80.01 Ddedor MISted , _' _ `- 20.0 5.10 -,. 10Z0; ' BANix -'20.0 6.10- 1OZOt 'Adiwetdlmulated' 20.0 4.00 80.0. Base Total: 46.0 1820 'Ap-BulIt TaW t0.0 .. 182.G CEILING TYPESArea X BWPM = Points' Type R-Value Area X WPM X WCM = Points, ^Undar Aldo Iona 0.64 W9.5' UrKW Aft 19.0 1093.0 0.87X 1;00 950.9' ..Base TuW- 1087.0' 009.8 A3-Built TOtaL•.. 7083.0 8D0.9' FLOOR TYPES Area X SWPM Points, Type R-Value Area X WPM '= Points:. .Slab- 165.0(p). AA 313.6, Slab=OD4SmdeEdge,lrauWm - - 0.0 165.0(P 2.50' 412.6 Raised 0.0 0.00 010 - - Basaayotai: - ;. -- .. _ 91SA, 4"WiltTofal:, INFILTRATION Area X BWPM Points Area 'X WPM. = Points - • - I - J 184.o -0.8 _ b172'_ _ _.._ . _ 1847.0 .0.28 617.2: I .EnenVGauge®ocA,Forin CiOUA-2601 I ` ErxYgyOOuge®/F.1aRE5'00_,1 t?l.Re96.13. 12/23/2008 01 41 7722837229 ORM,60QA-2001 s ilWIlN R`eslden�al �Wh';ole NISAIR,AIR CONDITION 'PAGE$ `,'25 ... {.� _ +....1. I MIIVY fi s,.A.. e. .r• r , .. _c.,_}•Y V BUILT M, n.c......_ a.. ..:-c .., a s.... aWinter�BaselPoin£s 52651 'Winter'As Built Points 9889x9';. l Totsl,WrTter X System �leating'au f Total, X Cap X Duct tX System X: Heatm` Points Mukipl�er Polyds!W Component Ratio Multiplier .,Multiplier- "Mukiplfer. Points, xAHU) - -PA t000 007ax11�xt 71) 0.950 - 59226 6 526514A O'6274 3303 3 } 8869 9 100 ,1 388( , ; 0 455 Q 950F y59z2 . 1'2/23/2003 ,01:41 7. 77,22837229 NISAIR AIR�CONDITION _s 4 PAGE IG 1nm. Rai}� 'C�T7T'^`txCmT'6i. 1 1.jHi hM ,LL +�%��i.in(5��.�i' �`p4M�S'6H�Y1` MINI � �hMCv.%Yf�W� (gp. r% M•. M�N� WIN A�w}».��:,�y�n•�` .. u- M.9^wC+4I.n4 i'hF.A.>}SJ..xr•'`�a. 'e`�'ai�`Y 'h�T" �� LyHsE�; a STe.' �. y.. i frf+YL ;lT.aw�'.da:SF ��a:�.3;W--> VA��\H-�%�• •.i GM. I�• ^.' <.rY.. ^0+� 0�aw�i.n�. .n4Y�c.�v2 :1• . O • >.v.+G'h��y,#TI c.��`�A'._."�+��•Y:l�lW�ll: .�3��¢a� •+' IM • 1 1 ft r o .1 1 1 - 1 CFM .. volume: I 1 :. 1 CFM 1 CFM 1 . .J 1 e 1 OFM 1 De.mgFl.ti .0.100, . 11 - 1 >in L`� ;1 Mg c 1 k-K $,'�' `n.3t 1 1 1 1 1 557 1 1 1 / 146 . . 1 11'. •1 .089 rI 4 / 1 1 1 1 2.6 1 350 1 0.050 M5 / 71 . . 1 2,4,45 /A. 3.174 7116,11• 515 205:, 0 1 /' •1 1 1 - 14 121..23/2003 d01:41 t772283722S, NISAIR,AIR'CONDITION PAGE 17 fi Room Length 1 14;0 ft > System Number 7 2Ro0m 1M1fi Jih: 1,S:tlft ZonQ Numhet- ..-` ! .1 Area ' 154:Oi sq its= Supply,AU� ,_� 03 CFM Cerfmg;Heghtt = 9,:4fft SupplyAfr+Changes: 26 gC/hr V01Me- 1,44.8 0 dw% Required+VerrC n_, CFW u°Num6er�ofjReg;steis , `° ;1+ "• ;' .. r ActiaUWmterVent:: 0 "CFM, 'rtunoutAlr Percent+of Supply -} 0 96 e RutioutDuctS¢e 5 m ActualSummer'Vents, 0 CFM Runout Ain Velcctty 467 iftJmm Percent ofaSupply 0 b ,vDes�n�Loss } ` r 0 i6b64 wgJQ QO+ft ActualrVlfinter it fil 13 CFM } r,ActuahLoss. I , . E r, 01st3lam waJ100.tt `ActuahSummer-infix_ 7 6FM . ;' i;W Wal4 piSfiCgT,1WlX94 `1V9a1 1316 r0 0S'4;: T 0 708 6 794 UP CotF1A6AB2 Xr11 i T154 0 049 1 5 ,220 2 5--, 0 Y 377 Floor,20P'-19E1S4 O'050. 1 SF 231 0.5;,•. 0 77 _. ,, + 8u1- wis;fbr Structu 0' ` 7 251 0, 1,103 ;Infi1 Win:12`7;Sum :72 132 3176 41t3- 0804 301 119 ; Room Totals _ 1;004 352 1,3t31"y 'r l 12/23/2003 101:41 7722837229 NISAIR AIR CONDITION'. PAGE 1S' i W 32A R SysWm Number. 1 12A R Zone Number. I 1 384.0aq;R Supplypir. 24Z GFM ' 1,0,0 tt Suppy Air Changas:1 3 8 'AChr f 3,840,0, 64.ft Requued Verd 0 CFM f>sters: 3' ,' Aetuai Wrtterdent: i 0 GFM ? 81 . CFM Potpw of Supply.; me:Acti{al Summer Vent: 6 CFM 1PC# 597 fUmin. Percent of Supply 0` 94 •. 010 m wgJ100 $ Acwel Winter infii-. SOa CFM 0.287 mw0J1U01t ActualSummerir>fil, 28 CFM rpor.Stie1d.12.5;X 95 0.201 6.0 .573 1.8 0 1,70 a por,SWld 7 X 10 30 0.201 6.0 ' 181 5.4 0 162 shgc4 52100%S 3p( 1.080 324 972 32A 0 972 Ishgos0.52100%ls 90 1:0801 32.4 1,2,96 32A 0 1,298° IF 32 X 12 384 0 049: 1.5 564 2.5 0 941 r2 ft :Per. 52` 1 180 . :. , 35.4, _ _ 11881_ 0.0;_ 0 0 ruch,re: _ . 7j357 _ 0 4 00-4 Sum 26.3 , 515 3.177 1 ;Me 0 907 1,177 467 per, " 0.081 730 0.077, 128 379 - 230,sen/neh 2 1 400 460 Room Totals: 9,723 1;7.05 5,310 k e ra»�t,+s a�•ir .. ` :i R�."�'`i'.b`,.�`�.{•I' ' 1. i � S c q. :;: ' .k i;..� « a.. a '�i �. .`Y.^"5 a.K �y��.. X.e:r'�.•JR!:LA0.RSR.....»WI 2�,i,' •y.p F.T'• s91. Al yy�� s\� �^'C,ay.'��ia`MvY.31. Y' 4Na\ro �Ylyo�4 .:l�. SN� 4 ( +.� •�`:Li - iI\sir bhq��y`:_ sL..0'�'Lr 3 F (_y�'r8 q r6 H\�YW}ryjd �``•@.+i��J,�s,�+ ✓rr ildN%. �'^ • tV�S'^;' gyy i�^� Z��\~� h k.ra..�•wr.Jla\IAiA@d�YRn l N•G,..rUYrt4Rai. y1� M2`.wia1:1\' qy tb r•.Yn`Thv wr.�ii5+•l�f�d�> 0.��+. rnt +w:.r., �r�....4. y 1 r&Bdi I 1 200 1 BinA-W I1 :i -{ 1 11 Igo :d :11 1• :1• :• :1 1 / 1:11'8-Y yplo •�'•• 11 119 S:{A.t �ThWi� 1: i •.�• � l 3w y� �.� ., i".. �.�p.�AP•`.F�CC21�. °' �. "�,,�yy (h bGyy,� g�NS +, y�('L Y A tl�j�j �i`�`�"ye•��.Ra�Sp^.k"$'#gYbt M1u �Y� .2��.e"!:RYIk Ytt�•�•�i rt�l��rt !.a.2'.�Prara.. 2s Ae ..d fed.^��"•. . •. vh '"'xiE% S+R f` r '—"�'%�T 1 - '��i f '>+'•tTq a� s"t� ¢ - a —^}a+ h�{ i'. L�'ia�TilP✓.:. "+TmiAy\\. en .%-+ei ••^'xxa �A 4i`P' ti\�-,• 'Yi'ti;�a� {r . �• �'1�iu\3nui�r� e..a.�..:��s �,bPr��'e.x,:....»a-iw�,�..:...irti�r%�2f: ,,E`'�Lr.4Awrs,,,fi' bS �H.[� �I am�,ny r.l o ^v� �N el • 1 i Brand, • I 1 . :•:nia1 Bhjh 4 • tt i I .. j t I 12/23/2003 'tel.41 7722837229 NISAIR AIR CONDITION PAGE 11 R.I�GIl.Y1CpU1131Y1W@ :Room Length: 1 '. I�t� ac�g, ., 12:0; }t vCCurreaces.,,:- � system Number '- ,,Room,Wiidth: 7:0i tt ZoneiNumber. Area : .,84 0l sq it „ Supply Air. ,i ceumg Heeit zD oil ft surly ar cheges_ .Volume 1,6800 cu,tL egPull- eM"` > I Number ofRegisteis; I Acii(ai Willer Vent' RunoutAir_ -I RunautDyctsiae; 26FC,FM ; 4 PenMafSuppiy d , in Actual5umme,Vent: =,Runaut/JuVeloc�r 3014ftlmm PergeMofSupply (" °;!Design Loss ` 0 700 in WgJ100RR . Actual !Motet [nfil � ,- , AduAl L _ I _- Jk� - I `'. �'� 01ndi 16wn.%1"OOiff tAch wl Summerirtnl-=j- _ Up -Coil 16&19f 12 X 7 ti4 49 0 0 1 5 - 123 boor�lA=wn 71%'Yer. = 7 4 18D-,. -t 35A, 1248, 'Subtota�for'Structun; Infiir iWin 13 5,�5um: 7 7 140 3 179 a , 4-15; ;Roam Totals.' � ' 1 795". . k 1 f , t l4.., .. L. .. . - .... 'f 1 tSV 0- 320 348 ' 203 206 0 409 127 41 577 ,1212312003 1.01:41 -77422837229 NISAIRAIR CONDITION T PAGE:' '12- Detailed Rnam`Loadsj R NO# P-74,001-B-N-l"IFF thl- n RE , -Roo I m e.nom lF, 26.'Dt fL - System Number" q' R66Mvvm Zone,Num*,., 1. Area.20011 SupptyAir 55" iCFM 8iO3 Ift i Su&y,.AJpC6n 518-VAC/ht Volume " eWrpd,VeW,, i.Numberof Registers:: 2 Actual WiMerrVentc � llknoutAr 1' 176CFM : _ Per&MofS6jOy ufiDu Size * 5, I ,O'CW MCFM Ruriout rve(( �ft' �2' 57A 4U thin efeentutSupply1" 0 pl, [.7 Mb - " -1 - :� I , , ew , w hm A ii'N' iiii 29t, CFM g 1i CFM SIN W60 Wl.WdlF4,hA2WS- —stildidA041(8, 'l, apor &W!,7,6,XjQ Of ' 2 , 717 141, 0 Vapor. 168_ OM, S.A V613 5 4, 0" �j261mam O 0 64& 9 .1.080i 32A, 324 9'62111� LA ",20*6" '0,49 1, 0 35.f 4 ",Og 0 z 0 zlnfil 29 1 1174 69�4 278 qj6 k-� 'F 0 44 7' -�,2 Totals- fi f J Qp-y 12/23112003 01.41 7722837--- s; NISAIR AIR'CONDITI�N .PAGE 13_._ , mmioaap°rKoomy4 xUrn2�� r�eaKf►t�etnoa)t s ..>. _ ... ,� ". { �1�t9&dg r r Occurrences r 1� "24 OAR f' System Number MOM N 7�5 U R 2Ane Num�ierWTA1 x F 360 A tsq R Sppry�Mr� 331 `CFM, �2104R,�3 .,„,��Supply%Ur Change 26AC/brt 7�560`0>cu R ' Fegtnred YeM r 0; CFWg MISS*AcLuaUWir�terUent 0 CFM° 1 1310 FM i Pert eM ORSupph/ D % �_-+. k Al i:,e..r I.Q.......e�;AJ wh_ n><!!CMa, z ', "✓�k.nf ..``� ;� t r>>M �C t OUT S �` f f .�. g . }� y 4 r A IT r>x pr4 a,F4 _ L J A�04 AhM it SIX son v } � s _ - - i IT I k ._ F - i. { k 3 ; i . Tl GjslA�jq shgo-021009U�� t + ' ' 0 848 o 20 , 1'080� 32 4 B48 324 �1P,Ce1116B 19�14X73182 x� 009, 1 5Z66 25�' Q A,D:-al 448 A. Flaor 20P 1913 X 14 t i 182 �0050� 1�5`It 273 6 540 09nf oil SubfotalstorSWoture 2488 0 1804 Infil Win' 226 Sum".129 i j 23y { 53i 213 ln�Dudwctk` 3'- 1y4 74B 090Bx �= ° * 0081 ,262 0077 f 61+ 157. 3' eoPle �200xiaf�per 230 seri/per, t " 7 � � � �200 230 7oEals `i 4on-94+ � 3 f98r 2 204 7Room 63 AW An b �y3p tt 7 �$°Y I � [ 3 i L F > Apsp q a too! I SO y F s t _ r w S' r - n l a .. s ' d i 0 4 A .g _ 41, k r � S�a w ij � w J 1 ffi A i� C %14`3. y L 4 I , t 3 b i m -'Y fi `5 Y- i 1 �'h 6 . zis A _ ?.- fir G * y. l _ a � 2 t I 3n t L 4 ' ' c j } � q> i� e _ '12/,23/2003 101:41 7722837229 NISAIR AIR CONDITION PAGE 15 mom--, 'N= Raw- 1-174 1 tjg; MWIMM-M OVIVEN ly-M-KRIS M SO M _r Nme; - t.& M ft. System Numbe, r Room Width: fl 0� ft. Zone.Number Ara�. q. y Air; 164ZFM -A tL .1j.P.dr Changes:: 3' vAC/hr, :8 a um 2j 0' 4u.t RequitedVent. i a tFM "Nurrtt�er of 2 o �CFM Ar- rcent of SU ply.: -p 0, % :'..'Runbut Duct S -AMal,$Mmmer Vent: 0 CFM LM66 i-Alr' Ve loc A 60d'Ahnin Ferc*nt Of $upply-7, 011% I J� 0.1 ddylliioijl OwL-, AL+ia 32, A Losslh1 el19 c FM RM Z N IN 11"ll 8X 0, 1 - 19 —6 14� 1,op 66 1�lf4 4 , 0 2 Ol 6.0 673- j2_0 0 29Z c--O 521 00,OAS :41V " 1 32.� M 32A 0 1-113 0 ."g t5 • 401 2.5, 0 P99 xz '273, '01050� 1-5 M 0 0.5- -io I Z7 so,�Wfo 3,322 a 2809 i2% 31,76 1*5 OMS, 752 ;Dudbwrk- I .03i �05 0.077 61 257 0 240se" 200 Rq4m Totals: 4,1722 1. 12/23/2003 t01:41 a a 7722837229 "; NISAIR AIR CONDITION PAGE 08 k k sT 1 C t System 9 Torrey D2 Sgmrnary -Loads Mathod) � ` .(Peak 7 1Afib o,Glapn - _T gSinglepane,operablewrndow heat-' .• •i00._-�—'3�40`'" „_ 0 ,7"-3,545'.---�3545" absorbing metal flame with break ground reflectance, . = 0.32 outdoor insect screen v ft50% cbv@rage, dark ., color -drapes with;loose weave wlth,2545 ,coverage,' 1A- M GlaangSingle pane, sliding glass door, heat-' . -I"_8 `• 4,692 0 4,688 4,688" absorbing, metal frame wfih break, ground, re8eefsance, .. 0:32,.outAoor insect screen,,�Wth 66verag% dark colondrapes%WM,10ose weave'MO i 25%:coverage. 11D DOOG�4o`!xf Core 20'. 234-' - 0 203203 4A2-Vgpor $h�e`Id: UVe11-Block,, Rd 1 reflective insulation i , 3 and vapor-b'arrier .open core. plus mtpdor fintt' 2432.4 1069= 0' 8,454 8,464 16B 19: Roof/Ceifng UndoraWc or knee wail; dented 1845' 2 il1 . ' 0 4;520•,, 4,520 _ At}ic,No Ra'tllantBarter, Darts°. a►t-Shing'les,oc =, _ j , . DoricMefal,�"anandGrairaUdr Membrane;Fi-79 Insulation, =22A pm:. F.IoorSlab.on grade, No edge insulation„no 139 4A9 I, ` 0 0 0 insulation below tinor, any finor cover; pessne, heavy F .` dryorilghtwetsol - 42ON-iFloer0eropencrawlspaceorgafage,P_assive -752 1,129 0 377 377' R .19,`6lanket insulation, anycover r ,_ ', _ :_. Subtotafsforstiucturer _ 0 21,787, 21,787 Peopla 4 '4' Sao 920 1,720 Equipment t, 0 0 0. Ductwork 3259; 616 1,935! 2,55t „Infilhation:•4Yiriter.CFM 250iSummer CF.M-;148 8,588 - 6,162 2,447 8,609 Verr4latidn. QmaXIVI: 0, S61mra' FM tO, `. 0 - . _ 0 0 0. —.� ._ - System 1' Torrey D2 Load Totals. -� t 431421 7,578 27,089 34,667' SuPPN CFM - 1'232 (33=ACfilj—' CFM-Per Square t 0 6681 _ Square iti of Room Area: 1,845, Square ftPer1ton: 639 I Total He@hn8 Requped WAh OutsrdeAir- T 43;421 Btuh:" 43:421'MBH -- :Total Sensible Gain: 27,089 Btuh 78' % Total LatentGain-- 7;578 Bfuh 22 % ; Total Cooling Required 1Mth Outside Air-. 34,867. Btuh 289 Tons (Based gn.Sensible + Later rt, Celculahoits are based on Sf3reiifion ofAGCA ManualjJ -- —__ _.- F , _ __ _._-, m _ All cotepiRed results are eshrnates as building use slid,weather-,may vary_ Be sure.totselecta unitthat meets bothksens_ ible and latent loads. " . 2:2123/2003 :01:41 7722837229 NISAIR AIRCONDITION PAGE 09' x +fw >r i System 1 ZoMe 15um na Loatls _ P,eak'Methotl - i ,' ►Y ( ) 1A-htro•GIez7ng Single+pane—perable'vnndow heat- `100",' 3240' 0' --' 3T545a" 3;545"' absodiing, metal frame: 'break ground reflectance = 0;32; outdoorinsect screen'wtttt 5Q%coverage, dark color. drapes willilloase weave with 25%coverage 1A hbif: G1az�ngSingle pane lrcingrglass,tloor, heat- 144:8 4;692 0 4;688" 4;688 alsodHng, rTtefal'irame wilh;break gmund reflectance. = D:32;,outdcor inseet•seraenswtth,5096ieeverage;,dark color, dnapeswdh;loose weave;with25%coverage ` 1,11)Door-sold Cora 20 234 0 203 203 ' AA2-VaporShield, Wall Block ,'R-4.1 reflective insulation andwapor b irtler , Stucco r . open,core J. plus,interior finish 2432A 14,689 0', 8;454 8,454 161349 Raof/ _eiliNg Underra*,pr' knee wall. Vented 1845 2,711 0 4,520 4;520' Attic,;No.Radiard,Barri�r, Dark Asphatf Shingles or t Dark Metal, Tarand,Gravel;or.,Membrane, R-.19 ihsolatiori i , 22A-pm; Ftoor-Stab on'grade No edge msuladon, nor 139 4;92.1 0 0 0 insulation below floor any floor cover; passtie,iheavy ! dryorslightwetsoil I 20P-19: Floor Over open crawhspace or garage, Passive,, 752 1,129 0 377 377 R 18 blanket ir-mlakon, airy cover Subtotalsforstructure: 31',596 D 21,787 21,7.87 People: 4 ; NO m 1720 Equipment 0 0 0 Lightdtg: 0 0 0 Ductwork: 3;259 ale 1,016 2,551 InfitU'ationc: Winter CFM: 26U, 5uminer GFMr1'48 B,566 6,162 2,44Y 8,609 .. _ System 1, 7one 1 Load totals 43,421 7,578 22,089 34,667 -'Su-- --_.-_ _... pplY CFM 1,232^ (3:3.AClFtc) -- CFMPerSquare lt: -- —OMB, Squaie;tt of Raom Area: 1,845 Square ff Per!Ton: 639 ToIgI He@fing Required6 --- —,-43;421 Btuh 43.421- MBH --- - Total Sensible Gain; 27,089 Btuh 78 '% Total Latent Gain: 7,578 Btuh 22 % } Total Cooling Required: 34,687 :Btgh 219 Tons (Based On Sensible + Latent) C4101; ions are bassi] on 8th,6d➢VdKoFACCA Manual J. — 1_ All coniputed�eisultsare estimates es buildiN use and, weather mayvary. Bezure to select a un-Mhat meets bofhlsensrble and latent loads. G 12123/2003 101:Al 77.22837229 NI, Al" CONDITION PAGE 10 - Room Length System,Number riRoom';Witlth ZOneNumber: ;t°°Area: 89;pssq ft .. ,Supply Mr. ' 'Cellft,H*htf ` SU,B "' : SupplyAveChBreges; Volume:, 520t0' ou:ii.. Regurted tNumber;o$Regrsters-; I HcivalWinterVent: RunoutAir: 2.21CFM PerceM,ofSupgly: i .= ;t'Ruoaut Duot She 4 m; ActualcSummer Vent RunoutAiraVelocdy .' 253 ft/mrn' Percent ofSuppty 1 Design Lgss i , 0 1Q0' m wgloi.aa tt Achel Winter itifil -: $ Actual loss. ! e. r ,: i DA74 ,m_x$J100 tt:. 'Actual.SurtimeOnfil N Door 1',1 p 2 5,X 8 t- 20 0 390` 11 7 =_ 2 iUP Ce 4613 1913 X5 ' } # `' 85 0 049 1 5 S sFloor-22Mpm 5 R.Per ', ' 180 35,4 1v SubtotalsfbrStiuctur'e ,5 . :7 8 Mil Win i39, Sum #22 I ` 40 3175 1i -totals'.--" 8 F F r r 203 159 0 =419 0 900, -, 0.07Z 1,13" 485 r_ 231200301':A1 T722837229 NISAIR AIR:m CONDITION'' PAGE 02 ' 0tv 1 _ r .r.J :"t we eceu t y : lb gl Tuesday,December23,20Q3.- , 12/23/2003: 01:41 ;7�72283722T NISAIR AIR CONDITION' PAGE 04'B --- -------- V,,Prqje,MjTorjv Erhv "In ' Project Data: Monday, June Client Nam- e. C,64,Addiess: ') R6-.046, P ark-T, Tiol �,'-2160, c6ni C.R Client Phone: �r. 772-4694,703 oMpan y,Name: 'c co'"Ps - M.2", py AT Mo 6tu r ture Ran miklilum --27'0e' 1ps, Elevalidit" 25 A"giFac!or 4"D 999 I E16vitibn:TdtalAdj.1 -actor �H rfg. 0 'El Adj. 00 : ElevatlorcHea ng AdjFactor'-"; Outdoor Outdoor Indoor Irla60'r 1 Grains MN Bulb 14, - - -0 d1b, ImTern Wirrter ,4 21 72 O Summer. r"90 TV, I MB6 I WHAN 12327 (3,--3!AVhr)�----'-CFM)P6r-,'S 4PPYOM, 0,;W ofRoom Area: i,14 *qJ & arejL'-P, rt6n-839, Total Cooling Required With Outside Air : 34,667 13tiif . 2 99 , 'On Ssnslble,+Iaten6 ry All computed resotts are esdmates as bwldrg,use and,vMsper may i vary. �J,— ., ,,.� r ' S2/23/2083`L01:41 7722837229 NISAIR APR.CONDIT30N PAGE.;'05` ' v!li IDiC I "sMrscellaneous;RepOrt ` - - � \, < ;- Winter — r T' 42 -0 t 30 _ 3f44T R Summer. 90 78., :50'' 75 61,09n . q Y. - Mft1n Tiunk Buao i Galculate Yes Use Schedule: : Yes,Yes (,`Roughness Pa6r:' ` Oi00300 - 0 01000 'r Pressure, mp , ° a0i1000r in wgJl DO,ft 0;100D In wgJ100fft ` 1; Minimurn, a oaly..'' - r650 ftJrtiih 45o ftJmin. t M®umum Veloaty ' 9001 ftJmiif 750 ftlrrin Mlnlmum,ll®Ight v 0 m a 0 In;MawniumHeighY 0 m 0 m_ as', - , i � ' y alnfilUation: ' 0.700 AG/hr 0 400 AC/hr � r E , -Volume;o_fCondmoned Space: , X 22289 Cu.it.' r. X 22269 �Cu ft, -- ' � • �, 's15588 Cu?ftlf�r 8 80,8 Gu.ftslFi� , X 0 0467 X 0 0167 I' Total Bu i' ildmgrinfiltration 280 CFM 148CFM,'' TotaltBu_ilcllnb-,' tt6`kon 0 CFM Or GFNI, i, lnfif on &Ventilation\Sensitife::Gam MuldpUer .• 16 49 , (1 10 X 0 999\X+15.00,Summer Temp. D#keence).; �[ Irdiftre6on &`Venh'IehonrLatent GamlMul6`pl�er "41 60 - .,(g 68 X 0 99,9X°B'1*09'Grafns Drfference .; , Im"tion & VentflsW Sensible lives Mulhplfer 32 97. _ (1 1 D X 0 999 X 30 Op\Vlfirder T®mp Ddferepca) r I- F 4 t , , 1 . - ,, , :=12T.2312003' 601741 -7722837229: --!i -,,NISAIR"- F TIGN'- PAGE IT 7 7.7-43-,2,jj-] Building.77-7 7 ;4 May* �7-498459'- 127'�'08 S 7, 3-4 1 - -!W-71232`1 J." Q T7 W.,;j �7 7 21 '846'- '7277434 �- i,s,667 424 -;43',564. T2324 - 'I;M�2, ,`Zone 41� 698) A M 11 UlF, +iA '-�A 195, 23—, 2-,LindiSfis 348 925 W '70 4,17.7 �'S 652 73 -l(ftMrW 12 3 ;[3 Mi d6b, 6,1 --,-'11,54 1 so;�"' '33d ,,,,331 M A,46b� J-&-BdftnV3,q,' .182 'W7,22"'-' 61 164- 54 -2'5" AM -043f" - q�6L5drrfi;#2/ftfHAH 63T'--'-7 %417' ";,ep Loft 1381 352,'�','�� t-733 14,- - P MISA",", 1, 8 23� 63.',,r 242:-- -24 '-7 015 126' 2 J, 1 17,23. -- 3 �Bdnhift M4 9 12/,23/2003 101:41 77,22837229 NISAIR- A3R CONDITION, ',-PAGE,', 07 ' 2oF Su —_ Single pane o g perable`mnntlow, hest 100 ` - —'3 24D% 0' 3 S7-- 3;545:; netal,frame wfCi break .ground reflectance: Ioor uisect scraenfwith 50Pk coverage;,dark �. s wdhaoose weave;wdh 25°%,coverage gSmgle pane, sliding glass door, h®at- . 144 8-: 4,692 D 4,888' . 4 BSB netal•framewtth°break groWidretlectance lour insect screen!w41t'50%Coverage, datk s w4 loose w,e.:va7h 25% coverage ( Core 20 234 0 • . ' 203 1Id ,Wall 61ock,,, R4f 1 reflectve,msulation mmer h `-: 2432.4 ' 1009 o " 8,454 . 8,454 eflfn6j,(nder4iclorrknee,wail;Vented 4845•. 2,744 0' ., 4',520 4;520=. idiant9amer D_arkAspfiaftStpngleso[ Tangnd:Gravelnor,Membrane;;R-1 Q Slabongrade Noedgafnsulaton no, 139 4,921 0.,- 0 A" elow floor„anyiloor, crnrer, passne, Heavy' >veropencrawlspace9rmrage Passive, 752 1,129 0'. 377 377 . etinsulatfon;any;cover tructurei 31,596 0' - 21,7i87: ° 21,787 4 BOo,°. 920' 1,720' . 0;. F 0 0 0 3,259 61a 1,935 2,551 tecCFM 260, Summer GFM_ `148 - 8,586 a,162' 2,447 8,609,= tter CFAA 0, summer CFMeo ' o o _ 0 0 Lced Totals: 43,421 7,578 , 27,089 34,66,7