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Home My WebLink AboutSUBMITTED DOCUMENTSV•W " ' / V i ngono3813 rs -as (ENNVOS i cy os, CjL IJL ja liv Imo_' 5oII�1 7' tl° fill ZI Pee � ems, i'411�/ � a?/) `ci �G # u� ,n �$ 02(W VNOO'9)Xg ._ 0-wl 1 1 __ 1 r c i _ � j �1 T 'I u C) LEGEND: a • DELTA ANGLE N.R. = NOT RADIAL fl W L • AM LENGTH OE. - OVERHANG EASEM CATV •CABLE TV O.ME. • OVERHANG M1IAINTE EASE NT S. \S CB. •CATCH BASIN O.RB. -OFFICIAL RECORDS SF. CBS • COC ETE BLOCK & STUCCO O/S •OFFSET TD E • CENTERLINE O.S. -OPEN SPACE TgpCT TY COI4L -CONCRETE PB. -RAT BOOK COV. • COVERED P.C. -PoINT OF CIRVATIAE LLLP. DE. - DRAINAGE EASEMENT P.C.P. - PERMANENT CONTROL P O - ELEV. • ELEVATION P.D.E. • PRIVATE DRAINAGE EA T • 0 • SET 5/e• IRON ROD WITH CAP WITNESS CORNER LB F6674 I.0' OFFSET O - ELECTRIC SERVICE A - CATV 0 - LIGHT MST LOP. • EDGE OF PAVEMENT P.G.E. • PRIVATE GAS EASEMENT ■ • FOUND PEHMANk,NI LLNu1VL FUIN1 COW. • EDGE OF WATER PR. • PARKER KALON NAIL A - SET P-K NAIL WITH DISK NO. LB 6674 Ff. - FINISHED FLOOR P.O.B. - POINT OF BEGINNING ♦ - FOUND P-K NAIL No. LB 6674 FIN. •FORD P.OE. -POINT OF COMMENCEMENT Q •WATER SERVICES FP£. • FLOOD RAIN EASEMENT PP. •POWER PGLE V4 •WATER VALVE F.P.L.-RORIDA POWER &LIGHT PROP - PERMANENT REFERENCE MONUMENT • • SANITARY SERVICE L M E. • LAKE MAINTENANCE EASEMENT PROP. • PROPOSED ❑ - FOUND PERMANENT REFERENCE MONUMENT 66T4 L.S S. - LANDSCAPE AND SIGNAGE EASEMENT P.T. - POINT OF TANGENCY 000 •E%ISTING ELEVATION IN FEET MR • MANHOLE HUE.• PRIVATE UTILITY EASEMENT MON. - MONHM1ENT R • RADIUS 0.00 > • PROPOSED ELEVATIONS IN FEET NOVD. - NATIONAL GEODETIC VERTICAL DATUM RAD.. • RADIAL _A� • DRAINAGE FLOW INDICATOR Ir Q Oy W PROP. 2' VALLEY GUTIER ITTPJ •\O ryP PROP. PROP. ry'O^y M/y—TORREY PINES CIRCLE PAVEMENT ASPHALT TALE 1"-30' — L 24' INGRESS/EGRESS EASEM1£NT PROP. C.B. PRO O ICOtlO•J2fl 6 � � DRIVE OP MP. � �—�� F.F ELEV. = 27.50 UNIT 'E' PROPOSED ; RESIDENCE $ p ELEV. = 27.50 PROPOSED UNIT'C' RESIDENCE F.F. ELEV. = 27. 0 F.F. PROP. UNIT'D' PATIO PREP. PAATIO TIO{ PROP. PROP. LOT 50 LOT LOT 49 PROP LOT 48 LOT VACANT VACANT VACANT VACANT SURVEYOR'S REPORT: 1. THIS ARVEY IS PREPARED FOR RESERVE HOMES, LTD. ID AIS NOT ASSIGNABLE, 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3, VISIBLE ENCROACHMENTS ARE AS SHOWN 4. DESCRIPTION FURNISHED BY CLIENT. 5, NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ME NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS CCUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON. NOBLE & WEBB. INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB. INC. IN WRITING, 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT45 WHICH BEARS S 89'23'22• E AND ALL BEARINGS ARE RELATIVE TO FLAT. a BO HOMY DIMENSIONS SHOWN ARE PER FLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ME BASED ON NG V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE % ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. IR0285-02T5F , DATED AUGUST 19. 1991 11. IMPROVEMENTS IF ANY APE AS SHOWN 12 DATE OF FIELD SURVEY: UE 9,1999 CERTIFICATION: ! SED PROPOSED PROPOS _NCE RESIDENCE RESIDED = CE F.F. ELEV. - 27.5 F.F. ELEV. = 'C' I UNIT I I UNIT'A' P.00. N. 1/4 CORNER SEC. 22. TWP. 36S.. RGE. 39E. 3 alp �x PROP. PATIO PATIO p,00 PROP. 168.00' 0.S.T.1 $ $ PROP. PROP. LOT 46 VACANT LOT 45 SV�NNED VACANT ul9 BY St. Lucie'ounfy SHEET 2 OF 2 6292LS4S.a.G 6-10-99 7¢p20 c EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB N 6674 `^ W Lawson, Noble & Webb, Inc. E HOIHEEn6 PL ANM[R6 BUHV.YOHB 5%NW Puns lk,u. 4 Sale 9. Porl SM Lee. FWuo M986 15611878-17M • 1.: 1560870-1802• emid A•-psleb-ic.mm West PMm Beech • Port St. Lucia • Plantation I ION NO, 321;1 CK'D: JKO 4 Yr I ygo6asi� SEP 2 2 1999 i, u;ae County Public Works LEGEND: A • DELTA ANGLE NA • NOT RADIAL Am - mart-Or-wAY L • ARC LENGTH O.E. • OVERHANG EASEMENT SM. • SANITARY ^ CATV •CABLE TV O.M.E. • OVERHANG MAINTENANCE EASEMENT S➢.T. • SOUTHERN CELL 'TELEPHONE C.B. • CATCH BASIN ORD. • OFFICIAL RECORD DOOK ST. • MADGE FEET C B.S • CON BETE ROCK k STUCCO ors • OFFSET T.O.B. • TOPOF BANK (L • CENTERLINE O.S. •MEN SPACE TRACT TYP. • TYPICAL CONE. •CONCRETE PD. -PLAT BOOK UE. • UTILITY EASEMENT COV. • COVERED P.C. • POINT OF CURVATUE ULP. • UPLAND PRESERVATION D£. - DRAINAGE EASEMENT P.CP. - PERMANENT CONTROL POINT 0 . SET 5/0- IRON ROD WITH CAP NO. LB 6674 ELEV. • ELEVN ION POE. - PRIVATE DRAINAGE EASEMENT 0 FOUND S/Y NCH ROD WITH CAP No. LO GGT4 E.OP. - EDGE OF PAVEMENT P.G.E. - PRIVATE GAS EASEMENT • FOUND PERMANENT CONTROL POINT E.O.W. - EDGE OF WATER P.N. - PAR14ER KALM NAIL p • SET P-K NAIL WITH DISK NO. LD GG74 Ff. - FINISHED FLOOR P.OA - MINT OF BEGINNING A - FOUND P-K NAIL W. LD W74 END. -NOUN P.O.C. • POINT OF COW/£NCENENT O •WATER SERVICES F.P.E. - FLOW RAIN EASEMENT PP. -POWER POLE DC •WATER VALVE F.P.L. • FLORIDA POWER h LIGHT PAM. -PERMANENT REFERENCE MONUMENT , . SANITARY SERVICE LAZE. - LANE MAINTENANCE EASEMENT PAGE. -PROPOSED ❑ - FOUND PERMANENT REFERENCE MOMENT M74 LS.S. • LNDSCAPE AND SICNACE EASEMENT P.T. • POINT OF TANOICY 0„00 ' MH -MANHOLE POE. - PRIVATE UTILITY EASEMENT \` • EXISTING ELEVATION IN FEET MON • MONUW NT R • RADIUS 0.00 > • PROPOSED ELEVATIDNS IN FEET RG.VA - NATIONAL GEODETIC VERTICAL DATUM FAD. -RADIAL I -DRAINAGE OW INDICATOR „, gt a.laaw�� =tN�RCSSUEMESS GUTTER ryb�y CIRCLE SCALE T" • 30EMENT Co. CB. LJ_FKAVOEDRIAA VET od9- - PROP. PROP. -_SR a9R'97 gtivE Ofl1VE LIN 0 - SET 5/P IRDY AGO WITHCAP WITNESS CORNEA LB IW74 0 1.0' OFFSET O - ELECTRIC SERVICE p - CAT V * • LIGHT MST P.O.C. N. 1/4 CORNER SEC. 22. T WP. 365, AGE. 39E. P Fr bi ASPHALT PAVEMENT 2N22 PVF, TPAG F.F. ELEV. = 28.30 e UNIT 'E Y FORMOARDS FORM BOARDS )e ONLY ONLY FOROONLYRDS FOROMN07 F.F. ELEV. = 28.30 F.F. ELEV. - 28.30 F.F. ELEV. - 28,30 F.F. ELEV. _ UNIT'C' UNIT 'D' UNIT 'C' UNIT 'D' 12.7' ISO12.T' 01 'd PROP. PATID- d 0.4' w a 12.T 'd PROP. PATIO 0.4' 3.4' PROP. PATIO PROP. PATIO PHI-. POOP. PROP. T.5' - .T PAi10 ^ 13.4'-n 3� PATIO PAT10 ^ I N89a23'27"W PROP. o o o e O.S.T. 1 / FORMBOARDS ONLY F.F. ELEV. = 28.30 UNIT 'A' PROP. PROP. LOT 50 'L LOT 49 PROP. PROP. PROPPRGP. LOT 48 LOT 47 LOT 46. LOT 45 JL�� ® GOLF COURSE �j //LL��,a�..,, q (TRACT GC -I. OA.B. 542, PG. 251) Zwa l .ill IM, L THIS SURVEY IS PREPARED FOR RESERVE HOMES. LTD. AND IS HOT ASSIGNABLE. 2. TIE LANDS SHOWN I EOEON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGNTS-OF-WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN 4. DESCRIPTION FURNISHER BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT NE NOT RECORDED ON THIS SURVEY THAT MY BE FOUR IN TIE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSD9, NOBLE& WEBS. INC. AND SHALL NOT BE REPRODUCED IN MOLE OR PART WITHOUT THE PERMISSION OF LAWSON. NOBLE R WEBB. INC W WRITING. T. BEARINGS SHOWN HEREON ARE BASED ON TIRE NORTH LINE OF LOT 45 WHICH BEARS S 09'2377- E NO ALL BEARINGS ARE RELATIVE TO PLAT. 0. BOUNDARY DIMENSIONS 5110MN ARE MIT PLAT AND FIELD MEASUREMENT UNLESS I OTHERWISE NOTED. 9. ELEVATIONS SHOWN IEREGN ME BASED ON NO.VD. AOdUSTMOIT OF 1929. 10. LANDS CHOWN 1EJEON LIE WITHIN ZONE X ACCONIING TO ilE FLOOD WSURldNr£ RAT MAP PANEL MA20285-0275F DATED AUGUST 19. 1991 II. IMPO VEMENTS IF ANY ARE AS SHOWN 12 DATE OF FIELD SURVEY: J NE 9. 1999 SHEET 2 OF 2 9292LS45.e.0 9-16-99 12Mal w CST I MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB N 66711 ,LNW Lawson, Noble & Webb, Inc. _ EN"INttna PLANNtna SUNYYYOR• 590 NW Perco WdJ d, 5119, Pall 51. Lu ,Fbhb 349BG 15G1107P." 8 ..I154110Fon St.• ..I 6--psPI.m. .. Weat PO4n Beech Poit 91. L. Plenlell•n NO. 4901 RAISED SEAL OF A ELMIRA h Ik011 UuQV&ASSUC 14M3421A V-UMU 10:1ZAll IU 15619975721 r.//9 IS J7H 7.000 1.500 NAILED 7.000 22.785 285 a WIT ----------------------------------- CJS 5.000 8.000 WALL 0.000 ------------------------- 19.667 391 --------- % -200 CJ5 5.000 1.500 NAILED 5.000 19.667 56 -200 CJ5 5.000 1.500 NAILED 5.000 21.951 193 CJ3 3.000 8.000 WALL 0.000 19.667 291 -200 CJ3 3.000 1.500 NAILED 3.000 19667 28 -200 CJ3 3.000 1.500 NAILED 3.000 21..118 101 ------------------ ---- CJ1 ---r'1.000 ---- ---- 8.000 ----- WALL -------- 0.000 ---------- 19.667 ------------- 243 --- --- �-- -200 cJ-1 1.000 1.500 NAILED 1.000 19'.667 14 -200 CJ1 1.000 1.500 NAILED 1.000 20.285 49 V1---^- ---- 2.000 --------- 24.000 ---------- WALL -------- 0.000 --------- 24.906 -------- 220 ------------------ --IV---------------------------------------------------------------------------- V2 4.000 48.000 WALL 0.000 24.073 424 ----------- V3I -------- 6_000-- ---------- 72.000 --------- WALL -------- --------------^------------------ 23---- V4 8.00644 0 96.000 WALL ----- 0.000 22.406 --- 817 --- V5r -------------------- 10.000 ----- 120.000 -------- WALL -------- 0.000 --------- 21.573 ------------------------ 1037 V61 --- I--------------------------------------------------------------------------- 12.000 144.000 WALL 0.000 20.740 1257 Uf='L.I=Te N41LINC:; eCHEEDU�-M SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO. or - Im-d NAILS REMARkS 0 450 TAPR216 4 O550 TAPR216 4 CO Smm TAPR216 5 O1100 TAPR216 3 O1333 TAf R216 10 O2400 TAFR216 Im each 2 STRAPS O550 RTf=GA816 4 SCANNED BY St. LUC18 colj k, 12cgA \uuur -PV4f4.6��s 1 ! 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G FG2 12.667 3.000 HANGER 0.000 8.333 2152 -790 FG2 12.667 3.000 HANGER 12.417 8.333 2124 G -780 -------------------------------------------------------------------------------- Fl 14.000: 168.000 WALL 0.000 9.333 1630 (i -760 ------------------------------------------------------------------------------- F2 19,167 4.000 WALL 0.000 9.333 738 -330 F2 19.167 8.314 WALL 13.307 9.333 1104 -490 F2 3.000 WALL 18.917 9.333 355 ----___-__19_167 F3 ---------------------------------------------------- 19.167. 4.000 WALL 0.000 9.333 702 -----_200- A- -- -330 1'3 19.167 8.314 WALL 13.307 9.333 1232 -490 F3 19.167 3.000 WALL 18.917 9.333 264 -200 -------------------------------------------------------.------- F4 19:167 4.000 WALL 0.000 9.333 552 -k 270 - F4 19.167 9.500 WALL 11.333 9.333 1294 -510 F4 19.167 3.000 WALL 16.917 9.333 353 -240 ------------------------------------------------------------------------------- Gl 26.667 8.000 WALL 0.000 19.667 3027 -1390 G1 26.667 8.000 WALL 26.000 19.667 3027 71390 - G2 ------------------------------------------------------------- 26,667 8.000 WALL 0.000 19.667 1557 --------- G =--='- -730 G2 26.667 8.000 WALL 26.000 19.667 1557 G -730 ------------------------------------------------------------------------------- G3' 26.667 8.000 WALL 0.000 19.667 11375 5000 b6TA1]-�i G3 1 26.667 8.000 WALL 26.000 19.667 13791� _5980 __4 ---------------------------------------------------------------------------- III 34.G67 0.000 WALL 0.000 19.667 3951 -11720 H1 34.667 3.000 HANGER 34.417 19.667 4113 -1780 -------------------------------------------------------------------------------- H2- 34.667 B.000 WALL 0.000 19.667 2011 D .;920 H2 34.667 3.000 HANGER 34.417 19.667 1893 p -860 --------------------------------------------------------------------------7---- H3 34.667 8.000 WALL 0.000 19.667 2011 n -910 H3 ------------------------------------------------------------------------------- 34.667 3.000 HANGER 34.417 19.667 1893 p -870 34.667 8.000 WALL 0.000 19.667 2010 i� -910 H44i 34.667 3.000 HANGER 34.417 19.667 1893 j7 -860 ----'------ HS ------------------------------------------------------- 34.667 8.000 WALL 0.000 19.667 1999 -------------- Q -920 HS I 34.667 3.000 HANGER 34.417 19.667 1905 Y -840 ---------- H6 --------------------------------------------------------------------- 34.667 8.000 WALL 0.000 19.667 1999 -920 H6 ------------------------------------------------------------------------------- 34.667 3.000 HANGER 34.417 19.667 1905 p -830 H7 34.667 8.000 WALL 0.000 19.667 1999 P -920 H7 ---------------- 34.667 --------- 3.000 -------- HANGER 34.417 19.667 1905 p -830 R1 7.000 8.000 ---------- WALL --------- 0.000 ------- 9.333 ------- 489 ----- A --230------ Rl 7.000 3.000 HANGER 6.750 9.333 355 A -240 -------------------------------------------- ----------------------------------- R2 7.000 0 3.000 WALL 7,000 9.333 97 423 NAIL/BD 10.333 A -230 R2 7.000 1.500 blaiLED 7.000 12.451 340 ..------------------------------------------------------------------------------ R3 7.000 8.000 WALL 0.000 9.333 497 -240 R3 7.000 3.000 NAILED 7.000 9.396 43 -250 R3 7.000 3.500 NAILED 7.000 12.451 320 ----=------------------------------------------------------------- R4 7.000 3.250 WALL 0.000 9.333 489 ------------- -230 -R4-------7^000----1_500 NAILED 6.875 9.333 355 A___--_240--- -R5--------7_000---84_000----WALL-----0_000----9_333 ----- ---------- ------------ ----- ----------- 844 _3190--- HR7 9.899 11.314 WALL 0.063 19.667 -MCAAV2 925 A -460 HR7 9.899 1.500 NAILED 9.899 19.667 671 -450 HR7 9.899 1.500 NAILED 9.899 22.778 291 'A ------------------------------------------------------------------------------- J7 7.000 8,000 WALL 0.000 19.667 497 A -230 J7 7.000 1.500 NAILED 7.000 19.667 85 -240 J7 7.000 1.500 NAILED 7.000 22.785 278 A J7H 7.000 8.000 WALL 0.000 19.667 397 -200 J7H 7.000 1.500 NAILED 7.000 19.667 88 A -240 I 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 I 00 100 100 100 100 1 1 1n Rl I Coco 100 100 1 00 1 I H14 1 Hr-I 1 NN 1 NN I NN I I 1 1 I I I 1 1 1 1 1 1 I I I 1 I r2 w/1' 1 Aa I�Q �Q j_T 1 I Ir Kl� Imo• 1 1 I 1 I A I 1 I 1 1 1 I I 1 I a l 1 I i I I I I 1 I I I I I 1 1 I I I 1 1 1 I I I t 1 I I I I I 1 I O mtit I C4�1- 1 mam I coHIn I mr m I o I rm.-4 I Inm f I VlHv I WC-11 • to N 1 a I N r-4 114 H I N I N I ri Iv 1 rINM 2 I I 1 t 1 I 1 I 1 I 1 I 1 i 1 I rNm1%VMHIWWWIWvWImmmIrI WHH I WHH 1 WtDN I WrIN I mmin 1 0 1 lDr-{�{ I \Drlr-I 1 ID IDN 1 lD [�N I mmdl I O 1 mo rl r mor-I 1 Diao 1 D+rno 1 mmm I C I HNN 11--INN I HHN I rl rlN 1 1 N 1 t1f 1 1 1 1 I I y 1 1 1 1 I 1 000 1 m00 1 000 1 000 1000 I O I 00 O 1000 1 0 00 1 000 I O D O 1 0 1 g 000 1 (400 1 OOo 1 0000000101 omm I omm 1 0.-I14 1 O.-IH I CH'i 1 0 1 1 1 o i 1 .4WW14 4ta414Iaw4�aw(4141 14a4 1 094 1 aaa 1 4,44 1 aaa 1 a 1 3Q1~di3Qd��Q�3�Q�3�Q�3 I I 1 1 I I I I I 1 I I I 1 000 1 000 1000 1000 1000 1 0 t 000 1000 I Oo0 1000 1000 I o 1 own I MMO I OIno I OMM 1 own 10 1 (O ri r-I I In e-I r♦ I mri r-I 1 aDr-�rI I mri rl I tD r I 1 I I I 1 N 1 .:� 0001000100010001000101 000 1 COO 1 000 1 000 1 000 1 o I oo0lCOO 100010001000101 1 I 1 I 1 1 C I I 1 I 1 1 I I 1 I 1 1 mmm I .mmm 1 I �f.HH I aaa I I = mmm 1 mmm 1.-Ir�a,••1 1 .-��.y� 1 .�r-Ire 1 1 UUU 1 UUU 1 VUU 1 UUU 1 VVU 1' I 1 1 1 1 1 1 Vl YlII T (V ff rya N ul d) LL n ` QZ Ulu CA d) c[ 4 q 4 Q 4 ILL d-J 1 6 ®O OOOO LLQ r)0 -r I -- ►�x-Tf�L Tow M b;o r--�5 5' PFE-c'W 2' 4' 2' W. GIRDER -. BLLI:I: RAA5 i'Y2 8' DIA -BOLT5 4 GIRD_'R Oqsrlma. M ' ED S-A7 COL" SEE SCH-TJIRE SECTION SIDE VIEW I �I CONNECTION DETAIL SIM -SCN 7W.2A' TRLs—�l GIRDER HALER uU (2131.0 DIA MB. INTO CALU41(4 AZJ 110-10d NAILS MTO 4. --= GIRDER TR W FRE-ENa LL.YD GIIaER TRILL (i)CONNECTION D=TAIL (U U2' ANDHOR5 E IN CONG4' U4' TN1CK k FSR TRIL. (3) V2' _= ANC40M, E RI CCNC C 16 64 MTL 5 67(Ibd , TO GIRDER E (2)V2' VIA TN:d.xiq ears AI CONNECTION DETAIL FRE-EfYc IMP 7R15.SE5 (4 ) NAILS E4 LADE 114'Q-36 S rT—.-.1. PLATE ALL FLATS$ HELDID W R LL FE?ETRATICN USED. (215/8'DLA r7-ANSICN ANCHORS 6-KKB"aEX1 5 G YA41E5 COOROM4TE 7 V2• 2 W LLU TR1555 MZi TiE-Br-A'1 OR BCT✓D BEAK UPLIFTVALUES 1 MB'L'Y @I(�% (2) W'DIA ANCkUR BOLTS '580' (2) 518'DI4 ANCHOR BOLTS xi040' (2) 314' VIA ANCHOR BOLTS 50400 ALT. DEWL 3 OR 41�'LER GI(d}% (L U2' DIA ANCHOR BOLTS 3580• 1215/e'DIA ANOHOR BOLTS 5320' elCONNECTION (2)314' DIA AN'TAOR BOLTS 7160' DETAIL — SAP GIRDER nWS SOLID BLLI;7 M AS FEDV FACE CF COL" 5== col-v% SCHEDILLE (2) 5/8' D1A ILEA ANCHORS CWr=R ON CDLIO'M LLU 4' MIN EMBEDh047 TYP. F- \Y CONNECTION DETAIL F1�T-ETYREEr�D LLL'bD R:l^F TR;S6 c 24' OAC 591--CN MT7220 ( 5' rMED.) (5== 5Ck FOR NAILM) 77E BEAM BY St- Lucie cf minfu rR,L55 AN-174OR71 FA5MAeeS AUC=-' � LOADS 1 ?LY 314' 24-IOd x I-V2 3465 LBS. ' FLY I 314' 24-Ibd x 2-0 4320 LBS. a a Y 31-v 24-Ibd 4310 L&5. pticONNECTION DETAIL FRASER ENGINEERING AND TESTING, INC. 35041NDUSIRIAL33rd STREET • FORT FIERCE • FLORIDA • 34946 VERO BEACH (60`, w-6167 FORT PIERCE (561) 461.75M SMART (561) 283-7711 Fr. PIERCE 1.800.233.9011 s Report Of SCANNED DENSITY OF SOIL IN PLACE BY ASTM D2922 St Lucie county -CLIENT: B & D Grading .CONTRACTOR: Client SITE: Pod 7B Torrey Pines - Bldg. 45 Foundition Fill Date: 9/3/99 Perini 7 9-Oi9(15 ..7'FST DATE M0171F DE[SIIY DRY PERCENT MA7t. ' NO. TESTED LOCATION ELEVATION NO. DRYWL DENSrrY COMPACITON 1569 9/8/99 N.E. Corner 0 - 1' 1569 111.7 107.7 96.4 N.W. Comer 106.2 95.1 N. Side, Ctr. 107.4 96.2 S.E. Comer 108.3 97.0 S.W. Comer 108.6 97.2 S. Side, Car. 106.5 95.3 W. Side, Ctr. 106.3 . 95.2 E. Side, Ctr. I"075" 9.6: ALL ELEVATIONS BELOW SLAB GRADE Copies: Client - 1 Respectfully submitted, SLC Bldg. Dept. - 1 �- - - FRASER ENGINFI✓sltP�dC� AND TESTING, INC. . s>I1oM gjgrG /4unco'616m •k.S .— Alexander)- _ er; V. 'P. ., b178 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL AND ASPHALTTESING h FRASfR ENGINEERING AND TESTING, INC. 35041NDUSTRIAL 33RD sTREEr PORT Pumm nmwA 34946 VERO RRAC 4 (561) 567b161 _ FORT PIERCE (561) 481.7598 STUART (9011283.7711 FT PIERCE 1400-233.9011 Report of MOISTURE DENSITY RELATIONSHIP ASTM D-1557 CLIENT: B & D Grading DATE: 9r3_ M CONTRACTOR: Client SITE: Pod 7B Torrey Pines - Bldg. 45 Foundation Fill P.C.F. Dry Weigh r al 13 Molsturc i of DryWaght Test No. Tea Method - Sample Lomflon Optimum - Moiswre b Max. Dry Density-P.C.F.. soil 'Description 1569 B Composite 11.8 111.7 Gray, slightly silty, fine sand Respectfully submitted, FRASER ENGINEERING AND TESTING, INC. / it, Alexander H' F 'er, P.E., Fionda eg ATo. 16178 . GEOTEIGMICAL ENGmEERING rouNDATIDN INVEsnoA710Ns COMPME SOL AND ASPHALT TESTING IFRASER ENGINEERING AND TESTING, INC. : I . 3504INDUSTRIAL 33rd STREET , FORT FIERCE' FLORIDA • 3494E VERO BEACH (561) 567-0167 FORT PIERCE (561) 461-7608 STUART (661) 283-7711 FT. PIERCE I-WD-2334011 Report of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT:-B &-D Grading _ - Date: 9/3/99 CONTRACTOR: Client Permit#: 99�0517 SITE: Pod 7B Torrey Pines - Bldg. 45 Foundation Fill IIrNSr<RY TEST _ ' DATE MOMTURP.DENSIITY RELATIONMM IITt PLACE DRY - PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 1569 9/3/99 N.E. Comer 1 - 2' 1569 113.3 110.6 97.6 N.W. Comer 110.2 97.3 N. Side, Ctr. 111A 98.3 S.E. Comer 110.3 97.4 S.W. Comer 111.7 98.6 S. Side, Cctr. 111.2 _ 98.1 E. Side, Ctr. 111.6 98.5 W. Side, Ctr. 1 L03m t M 0 7+7 > ALL ELEVATIONS BELOW SLAB GRADE Copies: Client -I SLC Bldg. Dept. - I Ij 6661 t z d38 I' Respectfully submitted, FRASER ENC , n LTG AND .7.LSI ING, INC. Alexander H. FrAer, P.E. I7a. Keg;7do: 16178 GEOTECKNICALENGPIEEWNG, FOUNDATION INVESTIGATIONS CONCRETE. SOIL AND ASPHALT TESTING FRA81'E'ENGINEERING AND TESTING, INC. y 3504114DUSTRI4L 33RD STREET FORT PHERCE. FLORIDA 34946 VFRO BEACH 15611567d167 FORT PIERCE (6611461.76M STUART (561) 283-7711 FT. PIERCE 1-06233-9011 Report of MOISTURE DENSITY RELATIONSHIP ASTM D-1557 CLIENT: B & D Grading CONTRACTOR: Client SITE: Pod'711 Torrey Pines -Bldg. 45 Foundation Fill P.C.F. Dry Weighi 8 10 12 14 MOI tuce % of Dry Weight DATE: 9/3/99 . Test Test Optimum' Max. Dry. ' soil NO. Method Sample Location ' Moistom % tenuity- P.C.F. Desaiption ' 1569 B Composite - 10.6 113.3 Brown, slightly silty, slightly clayey, fine sand Respectfully submitted,.,, FRASER EN91,-NEERiNG ANI]I TESTING, INC. Alexander H!rasei, PiE., 'rlorida ffeg. No:.16178 GEarECHNWAL e4IKE MW. "NDATIM INVEs-nGAT10NSCONCRETE. SOIL AND ASPHALT TMNG Turner & Smith Architects Planners, INC. 2 I td uw izV�VNV�- -174� faFA- � L Lt(,I , % 4-0DW6 if:-rojjo(+MP5�1 -R ,LAA IT mq Coo CML) SC NNE® BY St. Lucie County M M*fl MM W U%P IP bfill OF W I M M �P l IJ AV., �� OP �� COI'' Cal lGCtD�. M ADU IPD FL10<0 Nam �A✓t�'uT�oOJ 0 l�Jt i=lFee- mE��- Fb U)�W060- IT I� Ta t tNFI�rJ� -W �- Vim^ 55 WE MA M .. AUG 1 21999 2295 Corpora -Ed Blvd. N.W. - Boca Raton, FL 33431 Phone: 561-997-7266 - Fax: 561-997-5721 tsarch@bellsouth.net ST. LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION 2400 RHODE ISLAND AVE. TELEPHONE F-r. PIERCE, FL. AVE. FAX NO. PLAN -REVIEW — — — JURISDICTION: St Lucie County OCCUPANCY: Reserve Townhomes ADDRESS: 7020-7030 Torrey Pines Cir CONTRACTOR: Kolter Homes CONTRACTORS ADDRESS: 2160 NW Reserve Park Trace ARCHITECT/ENGINEER: Tumor & Smith BUILDING OWNER: Reserve Homes, LTD OCCUPANCY TYPE: Apartments GROSS SQ FT: 10,735 sq ft OCCUPANT LOAD: CONSTRUCTION TYPE:(NFPA-220) Type: SCANNED By S7. LUCK County (561)-462-2312 (561)-462-2323 F.P.B. B-99-62 BUILDING DEPT: 99060517 NUMBER OF STORIES: 2 PHONE NO: 561-468-4703 CITY: PSL, FL ZIP: 34986 PHONE NO: 561-997-7286 DATE: 7-6-99 AUTOMATIC SP'KLRS: NET SQ FT: BASED ON: SBCCI: Type: New Construction: X Automatic Sprinkler: Contractor: Tenant Improvement: Fire Alarm System Contractor. 'Shell Only: Fixed Fire Suppression: Contractor: 'Addition: Hood & Duct System: Contractor: Renovation: Fuel Storage: Contractor: I. All revisions must be in compliance before the fmal inspection, or so noted. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The Building Department schedules all final inspections by the Fire Marshal. 4. A copy of the required revisions has been mailed to the Architect: Contractor: Yes No X a: f Required Revisions: 1. Sheet A-3 Plan`DL' Install a smoke detector in Bedroom #3. 2. Sheet A=3 Plan`E' Install a smoke detector inside the Master Bedroom and Bedroom #3. Reviewed By: / . L xelv� Date: July 6, 1999 Tony Liento .i TURNER / SMlTC! � fA R C I I I T (: C T S L�q ASSOCIATES PLANNERS SCANNED BY St. Lucie County ' 2295 Corporate Blvd. N W. Executive Court 1 Suite 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721 -- TURNER / SMITH- & ASSOCIATES A It C I I T 1: C T S & P 1, A N N F It S 2'17 Gal,�j. ��lGf1 SCANNED St Lucie -count►• — i«i. CAPHr1• Tr+44 f45 W6 � f `rj�J'J I �r P t t � JUN 0 8 1999 ' 2295 Corporate BNd. N.W. Executive Court 1 Suite 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997.5721 DepaY' Yient of Communityr4ffa:lrs SN: 5550 r•.. 'T FLORIDA ENERGY F FFI;,'CIENC.Y CODE" FOR BUILDING CONSTRUCTION f`Xi 600A-93 Residers,, al Comporrrdnt, Prescriptive Method A C' NTRAL PROJECT NAME:,KOLTER HOMES- `IBU'1LDrR: M..J FERRITER CONSTRUCTION AND ADDRESS: TOWNHOMES. MOl>kl_ ttB ;PERMITTING ;CLIMATE PORT S I' LUI(,E 'FL 349; OFFICE : ;ZONE: 4 i __; 5 1 _; 6 i _ OWNER: ' ;PERMIT 1,40. ;.TURISDicTION NO. 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-Nc,,, of units F Pfurtiia .iTy, _ts the aworst-ease-{_yes/-no 5. Conditioned floor area (sq.ft.) 6. Predominant. Pave overhang (fit.) 7. Porch overhang length (ft.) S. Glass -area and type: a. Clear Glass h. TinL, film or solar'scre.en 9. Floor -type and insulation: a. Slab on grade (P.-value, perirneter) 10.Net Wall type area and .i.nsulaLion: a. Exterior: 1. Concrete (111SUIatIon R-va.lue) a. Adjacent: 2. Wood frame (Iriaulat.ion R--va.lue ) 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation -+- Location) 13.Cooling system 14.Heatin4 system:- 1.5.Hot water system: 16.Hot Water Credits: (HR-Heat RP.CCVP-.r"y, DHP-Decli.cated Heat PUMP) "17.Infiltration practice: .1, 2 or 18.HVAC Credit:-s f (:F--Ceiling Fan, ,CNI-Cross vent„ HF'-Whole house fan, RB--Attic radiant. barr.i.er, , IWZ-Mu.1t.i.'zonP ) 19.f„pl: (must riot exceed 10i) joints) .a. Total. As__Bullt points f:. lotal Base points J.. Hereby certify that the plans and specifications covered by this calcu- lation aYe .in compliance with the Florida Energy Code. PREPARED BY: _ DATE: I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: CK 1. New Construction MU ti.-F._)mi.ly ;i 0 SCANNED _...__ 4 __ No ---�� - 5. 1530.00 St. Lucie Counh,w-__ :,. 1..00 7. 6,00 S:i.ngl.P Pane 8a . O .OscT'i't 0D.179.0sgft-. 9a.R= 0.00 Double Pane 0 .00sgf t �.----- O.00sq'ft 194.00 -f t, 10a-1 R= 4.20, 1.532.00sgft 1.Oa-2 R=11.00, 291.00sgft._ Ila.R=19.00 , 1650.00sgft- 1.2a.. R= 6.50 , uncond 13. Type: Central A7C- SEER: 10.00 14. Type: Heat Pump HSPF: 7.00 15. Type: Electric EF: 0.90 1.6 . 17. 2 le. -10. 80:95 1 9a . 25737 , 63 1,91?. 31.796,06 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 in accol -ice with Section 553.908 F.S. BUILDING OFFICIAL: DATE: i :k:k;k:k %.:k %::K:k a: --k %' :k%Y: -Y.7: W.:k:k h':k.k %::Y. i::k!':t:'k'k :I: a::k %: �Y: %::f: Y::k:k -Y. .k.k'K:k %: !':k;k W-:k'.I: Y::t:'k .k:kW i %: k %:W -k %: %':k:k 9::Y->k :k %:W.:Y• X'-Y. -Y': I SEJMMER. CALCULA r IONs %::k:k i:k:W%:*:r. *1;% %::k:k*%:*:r x:k:k%:�: k=�:k�:*w Y:%•:k**% x:k.%�:x!r.:k%:*%�%*:kx:k:k k:k%::r. e k k.Y %. x:k.k%::k:k:k%:%=Y.k:kx�:k%::r.�: -_ BASE: AS-E?UII_'E GLASS ----------------- ORIEN AREA x BSPM = ---------------- POINTS ; TYPE SC ORTEN AREA x SPP1 x SOF = POINTS N 2.2.00 82.2 1808.4 .------------------------------------------------ i' SGL TIE-JT N 22.0 51.5 72. 814.6 .S 84.00 82.2 6904.8 ; SGL TINT S 84.0 98.3 .45 3699.4 W 73.00 82.2 6000.6 SGL_ TINT W 73.0 107.1 26 2032.8 ------------- ------- � �-------------- .15 -R COND . FLOOR / -TOTAL GLASS = ADJ . x GLASS -c-_---_---------- AD.T GLASS -- GLASS AREA --------- ----------------------------------------------------------------------- AREA FACTOR POINTS POINTS ; POINTS .15 1,530.00 179.00 1.282 14.713.80 18,864.90 ; 6,546.80 NON GLASS ------------- AREA x BSPM = - -----------•------------------------------------------------- POINTS TYPE R-VALUF AREA x SPM = POINTS WAL-LS------------------ Ex,t_ 1532.0 1..0 1532.0 Fxl, NorroldtRIock In 4.2 1-532,0 7..1E 1777.1 Adj 291.0 .7 203.7 Adj Wood Frame 11.0 291.,0 .70 203.7 DOORS ___-------------- � Ext 24.0 4.8- 11.5.2 i Ext Wood 24.0 7.20 172.8 Ad.j 22.4 1..6 35.8 Adj Wood 22.4 2.40 53.8 CEILINGS --------------- i UA 1530.0 .6 918.0 Under Attic 19.0 1650.0 1..10 1815.0 FLOORS ---------------- Slb t194.0 -31.8 -6169.2 ; Slab -on -Grade .0 194.0 -31..90 -6188.6 i NF ILTRAT Y Ot4---------- 1530.0 10.9 16677.0 Practice 412 1530.0 10.90 16677.0 TOTAL SUMMERPOINTS-________i ______-_.___-_-_-___-.__ ____ _.___----._•--____--_-.___-_ 32,177.44 i 21,057.58 TOTAL x^ SYSTEM- = COOLING ; TOrAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS i COMPON RATIO MULT MULT r•1U1-1' POINTS 32,.177.44 .37 11,905.6b -2J.,057 58 .100 1.063 - .340 1.000 - 7.6r19.61 n WINTER CALCULATIONS BASE_ ------------ GLASS---------------- =---------------------- - ----y------=====AS-BUILT_____________________ ORIEN AREA x BWPM = POINTS i TYPE SC ORIEN AREA x WPM x ---- WOF = POINTS - N 22.00 -3.4 - -74 8-'i SGL TINT N 22.0 9.6 1.18 249 S 84.00 -3.4 -285.6 i SGL TINT S 84.0 10.2 12 -104.0 W 73.00 -3.4 -248.2 SGL TINT f W 73.0 -2.0 -5.04 735.8 ---------------------- ------------ .15 x COND. FLOOR / TOTAL GLASS ---------------------------------------- = ADJ. x GLASS = ADJ GLASS -i---GLASS- AREA ---------------------------------------------- AREA FACTOR POINTS POINTS ; POINTS .15 1,530.00 179.00. 1.282-608.60 --------------------------- -780.30 ; 881.16 NON GLASS------------ AREA x BWPM = ------------------------------------------------------------------------------- POINTS TYPE R-VALUE AREA x WPM = POINTS WALLS---------------- Ext 1532.0 1.1 1685.2 ; Ext NormWtBlock In 4.2 1532.0 3.26 4994.3 Adj 291-0 1.8 523.8 ; Adj Wood Frame 11.0 291.0 1.80 523.8 DOOR---------------- cxt �.4.(5 5.1 122.4 ; Ext Wood 24.0 7.60 182.4 Adj 22.4 4.0 89.6 ; Adj Wood 22.4 5,90 132.2 CEILINGS------------- ; UA 1530.0 .6 918.0 Under Attic 19.0 1650.0 1.00 1650.0 FLOORS ---------------- Slb 194.0 -1.9 -368.6 ; Slab -on -Grade .0 194.0 2.50 485.0 INFILTRATION --------- 1530.0 4.1 6273.0 ; Practice #2 1530.0 4. ---------=---------------------------------------------------------- -------------------------------------------------------------------- TOTAL WINTER POINTS 10 6273.0 8,463.10 ; 15,121.83 TOTAL x SYSTEM = HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS ----------------- =-------------- 7---------------------------------------------- 8,463.10 1.10 9,309.41 ; 15,121.83 1.00 1.063 .484 1.000 7,779.02 t i .1. WATEP HEATING BASE AS -BUILT NUM OF x MULT T 0 T.A I ANK x MULT x CPFF)II TANI, VOLUME EF To,w- SEDRMS RATIO MOLT ------------------ 3 3527.0 10 58i..w) so .90 344q,7 i . 00 0 349 .00 SUMMARlY BASE AS -BUILT COCIL I NG HEATING HOT WATER TOTAL 1 COOLING HEATING HOT-WATER TOTAL POINTS F + ----------------------------------------------------------------------------- POINTS + POINTS = POINTS i POINTS + POINTS + POINrS = POINTS 11905.7 9309.4 1058.1.0 31,796.06 i 7609.6 7779.0 10349.0 25,737.63 FPI = 80.95 For,rmation of the F_PS rating number or for any ITEM listed, ask your Builder for DCA Form 60OA-93 .ENERGY GUIDE i • • 4 1 EPI= 80.9 or Form 600E-93 0 10 20 30 40 50 60 70 80 90 100 ------- --=------------- --------- ' The maximum allowable EPI is 1.00. The lower the EPI the more efficient the home RESIDENTIAL. ENERGY PERFORMANCE RATING SHEET ITEM HOME VALOF I_ow Efficiency High Efficiency LJi_IlUGi,15.. . ................... Single Tint INSULAT)Otd.................. Ceiling R-Value......... J9.0 Wall R-Value.... ..... 5.3 Floor- R-Value......... 0.0 AIR CONDITIONER ............. SEER/EER.................. 10.0 HEATING SYSTEM..:, ... ...... Electric CUP/HSPF... ..... 7.0 Gas AFUF_....... ..... 0.00 WATER HEATER_.'. .......... Electric EF.............. 0.90 Gas EF... ........... . 0.00 Solr+r EF.............. OTHER FEATURES .............. °,INGL CLR DBL_ TINT ----• --X -----•------.....--- R-10 R-30 R-0 R - 7 --------------- X----- R-0 R-19 ;x --------------------- 10.0 SEER 17.0 X___.___ ---------------- 9.7 . EER 16.0 6.8 HSPF 12.0 X---- ------------------ 0.78 AFUE 0.90 0. sib 0.96 0.6,1 0.90 0.4C) 0.80 -----_--------•-------' T-•certify that these energy saving features required for the Florida Energy Code have been installed in this house. Bu.ilder Address:_. Signature: Date: City/zip_ Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs u I FL-EPI._ CARD93 • t - W DESCRIPTION: PROPOSED LOTS 45 THRU 50 A PARCEL OF LAND LYING IN SECTION 22, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: - - COMMENCE AT THE NORTH ONE -QUARTER CORNER OF SAID SECTION 22; THENCE NORTH 890 22' 51" WEST ALONG THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 605.62 FEET; THENCE SOUTH 00037'09" WEST DEPARTING SAID NORTH LINE, A DISTANCE OF 547.67 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 00036'33" WEST, A DISTANCE OF 63.93 FEET; THENCE NORTH 89°23'27" WEST, A DISTANCE OF 168.00 FEET;•THENCE NORTH 00036'33" EAST, A DISTANCE OF 66.93 FEET; THENCE SOUTH 75000'00" EAST, A DISTANCE OF 168.00 TO THE POINT OF BEGINNING. SHEET 1 OF 2 Lennox Objective Gu•?de to Installation Comparison • �**��*:KM�W,'K:KN:**'K*�*W%K**��*:K*X�:K:K*�W.*:%*��*��A:�W.**7K:K�*�****�M'X�:K��*��*�*X*��*�W, Nisair Airconditioning Inc,. 150.1 Decker Ave 0-404 Stuart, Fla 1-407-283-0904 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 KOLTER TOWNHOMES MODEL#B BY PREPARED FOR: KOLTER HOMES St. Lucie County PREPARED BY: PHILIP VISA JR FILE TITLE: KOLTB RESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 68 WINTER OUTSIDE 45 SUMMER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR M UESIGN GRAINS RELATIVE HUMIDITY 41 ` DEGREES NORTH LATITUDE' 27 ., SUMMER AIR CHANGES PER HOUR 0.4. i WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH BTUH SO FT LOSS GAIN ROOM - 1 WHOLE HOUSE IN ZONE 1 61 X 25 WALL 1.4B 8 INCH BLOCK k-5 INSUL 1,625 5,381 2,877 OVERHANG = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-W 75 1,992 4,124 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL =' 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-S 80 2,125 1,504 •TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL. FRM FACING-N 20 531 376 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = t REVEAL = 1.0 DOOR 100 SOLID CORE 24 254 136' CEILING 160 DARK R-19 INSULATION 1,525 1,859 3,233 FLOOR 22A NO EDGE INSULATION 194 3,614 0 WINTER INFILTRATION 168 CFM 4,240 SUMMER INFILTRATION 96 CFM SENSIBLE GAIN 1,685 LATENT GAIN 2,670 L MECHANICAL VENTILATION 50.0 CFM 1;265 880 PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN 920 L APPLIANCES 1200 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS KOLTER TOWNHOMES MOOEL#B DUCT LOSS MULT=.20 GAIN MULT=.20 TOTAL FOR ROOM .1 14,335 CU FT STRUCTURE TOTALS 14,335 CU FT SENSIBLE LATENT SENSIBLE LATENT PAGE 2 AREA- BTUH BTUH SO FT LOSS GAIN 4,252 3,443 1,525 25,514 20,659 4,984 L 1,525 25,514 20,659 4,984 L ------------------------------------------------------------ MINIMUM Cooling Capacity needed is 25,603 btu at 91 degrees outside and 75 degrees inside Maximum desired Sensible Cooling Capacity is 23,758 btu (1.15% of Sensible Load) ----------------------------------------------------------- **************************** Version 92.10 * Ihis Heating and Cooling Load Computation was produced using the procedures * and tables of the Air Conditioning Contractors of America's Manual A * Seventh Edition. The accuracy of the calculated loads depends upon the * accuracy of the data used and the accuracy of the Manual 3 load calculation * procedures for the given conditions. No warranty, either expressed or *; * implied, is given by Lennox Industries Inc. with respect to the accuracy *% * and/or sufficiency of the information provided by this report. ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE FT. PIERCE; FL. 34982-5652 561-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE TdWN ita Ae5 This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring a building -permit, and -any -nonresidential structure. This -Certification shallnot apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance. Please contact the Building Inspection Office at 462-1553 or 462-2172. II PROJECT NAME I VGA VILLA-CoF, THE (ZSFt7a1f.OF'FICEUSE.ONLk PR CST. CERTIFICATION STATEMENT: TYPE 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 orcomolete the approplite box) 1. STANDARD BUILDING CODE 1997 EDITION _Y. ASCE 7-95,X, OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED _� PARTIALLY ENCLOSED _ OPEN BUILDING 3. BUILDING HEIGHT: -P- -7_ FT. 4. WIND SPEED USED IN BUILDING DESIGN: _ 110 MPH 6. WIND EXPOSURE CLASSIFICATION (REFERTO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE p1): J 177 C�i DAILr% 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 3 PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 37 pSF 6, IMPORTANCElUSE FACTOR (OBTAIN FROM BUILDING CODE): 1 • D 9. LOADS: FLOOR I ( O PSF ROOFIDEAD: 55 PSF ROOFILIVE: SS PSF 10. , , WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO If NO, why? (attach explaination) 11: IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES �, NO _ If NO, why? (attach explaination) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YESx— NO _ If NO, why? (attach explaination) 13. MINIMUM SOIL BEARING PRESSURE: G Scp PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THI RTI I IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: 0,0UINK TUEN1;2 CERTIFICATION NO: it Al [S DESIGN FIRM: TI-12NEIZ13MI7I-i- DATE: A(ZCW-CTEtTS I I SLCCDV FORM NO:02pp0 JUN 0 8 1999 Lennox dbjective Guide to installation Comparison Nisair Airconditioning Inc,. 1501 Decker Ave 0-404 Stuart, Fla 1-407-283-0904 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS KOLTER TOWNHOMES#C PREPARED FOR: KOLTER HOMES PREPARED BY: PHILIP NISA JR FILE TITLE: KOLTC DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 68 WINTER OUTSIDE 45 SUMMER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR hl DESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0:4 WINTER AIR CHANGES PER HOUR 0.7 ROOM - 1 WHOLEHOUSE IN ZONE 1 48 X 35 WALL 14B B INCH BLOCK R-S INSUL OVERHANG = 1..0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-W TINT-TIN1E0 SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-S TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 DOOR 100 SOLID CORE CEILING 160 DARK R-19 INSULATION FLOOR 22A NO EDGE INSULATION WINTER INFILTRATION .185 CFM SUMMER INFILTRATION 105 CFM SENSIBLE GAIN. LATENT GAIN MECHANICAL VENTILATION 50.0 C:F11 PEOPLE 4 SENSIBLE GAIN LATENT GAIN APPLIANCES PAGE 1 AREA BTUH BTUH SO FT LOSS GAIN 762 2,524 1,350 36 956 1,973 200 5,313 3,760 40 1,063 752 24 254 136 1,680 2,048 3,562 113 2,105 0 4,673, 1,8.57 2,941 l_ 1,26.5 880 1200 920 I_ 1200 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 KOLTER TOWNHOMESK AREA. BTUH BTUH SO FT LOSS GAIN DUCT LOSS MULT=.20 GAIN MULT=.20 4,040 3,334 TOTAL FOR ROOM 1 15;792-CU FT - - - 1,680 - SENSIBLE 24,239 20,002 LATENT" 5,2S5 L STRUCTURE TOTALS 15,792 CU FT L_,680 SENSIBLE 24,239 20,002 LATENT 5,255 L ----------------------------------------------------------- MINIMUM Cooling Capacity needed is 25,257 btu at 91 degrees outside and 75 degrees inside Maximum desired Sensible Cooling Capacity is 23,003 btu (115% of Sensible Load) ------------------------------------------------------------ *r:�************************ Version 92.10�rx****x****��*�** * This Heating and Cooling Load Computation was produced using the procedures * * and tables of the Air Conditioning Contractors of America's Manual J, * * Seventh Edition. The accuracy of the calculated loads depends upon the * * accuracy of the data used and the accuracy of the Manual J load calculation * * procedures ,for the given conditions. No warranty, either expressed or * * implied, is given by Lennox Industries Inc. with respect to the accuracy * * and/or sufficiency of the information provided by this report. Department Cohmunity Affairs SN: 5550 FLORIDA ENERUY EFF'ICIENNY CODE FOR BUILDING CONSTRUCTION FORM�600A-03 Residential Component Prescriptive Method A CENTRAL PROJECT NAME: KOLTER HOMES!BUILDER: M.J FERRITER CONSTRUCTION AND ADDRESS: TOWNHOMES MODEL_ OC !PERMITTING ;CLIMATE PORT ST LUICE FL 349;OFFICE: !ZONE: 4!_! S!_! 6!__! OWNER: !PERMIT NO. !JURISDICTION NO. CK 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units 4. If Multifamily, is this a worstcase (yes/no)- 5. Conditioned floor area '(sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 1O.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) a. Adjacent: 2. Wood frame (Insulation R-value) 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Ai-r distribution systems a. Ducts ( Insulation + Location), 23.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points ------------------------- I Hereby certify that the specifications covered by lation are in compliance Florida Energy lode. PREPARED BY: DATE: plans and this calcu- with the I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 1. 2. 3. 4. 5. 6. 7: No New Construction Multi -Family 0 No - 168:3 .00 1_00 13.00 Single Pane O.Osgft .272.Osgft. Double Pane 0.00sgft 0.00sgft 9a.R= 0.00 , 113.00 ft 10a-1 R= 4 .20, 1650.00sgft.._. _ _ 10a-2 R=1.1.00, 235.00sq'ht___,__. 11a.R=19.00 12a. R= 6.50 , uncond 13. Type: Central A/C SEER: 10.00 14. Type: Heat Pump HSPF: 7.00 15. Type: Electric EF: 0.90 16. 17. 2 18. 19. 83.20 19a. 29138.63 19b. 35021.66 -------------------------------------- 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 in accordance with Section 553.908 F.S. BUILDING OFFICIAL: DATE: %;K * %%;K;K:K %X;K %-:K *=K:K'k.;K:K *:K �: *;K;K W-%* %%:K:K:K-K=K%Ms%:K ** M;**;K �: *;K* H::K %%%,K %:i: %:K:l: * * %*;K X• *%K:K-K;K �=:t::K;K:K-K %: Y: SUMMER CALCULATIONS BASE =__ i __= AS -BUILT GLASS ----------------- ORIEN AREA x 8SPM = ------------------------------------------------------------------------------- POINTS ; TYPE. SC ORIEN AREA x SPM x SOF = POINTS N 40.00 82.2 3288.0 ; SGL TINT N 40.0 51.5 .72 1481.2 E 34.00 82.2 2794.8 ; SGL TINT E 34.0 107.1 .26 946.8 S __ 198.00 82.2 16275.6 ; SGL TINT S 126.0 98.3 .45. 5549.1 ------------------------•------------------------------------------------------ SGL-TINT S 72.0 - 98.3 - .25-- 1-769-.4- .15 x COND. FLOOR / TOTAL GLASS = ADJ.. x GLASS = ADJ GLASS ; GLASS AREA ---------------------------------------- AREA FACTOR POINTS POINTS ; POINTS .15 1,683.00 272.00 -------------------------------------- .928 22,358.40 ------------------------ 20,751.39 9,746.44 ------------------------ NON GLASS ------------ ---------------------------------------------_ ------- AREA x BSPM = -------------•------------------------------------------------------------------ POINTS ; TYPE R-VALUE AREA x SPM = POINTS WALLS---------------- Ext 1650.0 1.0 1650.0 ; Ext NormWtBlock In 4.2 1650.0 1.16 1914.0 Adj 235.0 .7 164.5 ; Ad:i blood Frame 11.0 235.0 .70 164.5 DOORS ---------------- Ext 24.0 4.8 115.2 Ext Wood 2A.0 7.20 172.8 Adj 20.0 1.6 3;t.0 AdJ Wood 20.0 2.40 48.0 CEILINGS------------- UA 7.e.83.0 .6 1009.8 Under Attic 19.0 1683.0 1.10 1851.3 FLOORS --------------- Sib 113.0 -31.8 -3S93.4 Slab -on -Grade .0 113.10 -31.90 -3604.7 INFILTRATION --------- 1683.0 10.9 18344.7 ; Practice 02 1683.0 10.90 18344.7 TOTAL SUMMER POINTS 38,4474.19 ; 28,637.04 ------------------------------------------------------------------------------- TOTAL x SYSTEM =. COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MOLT ---------------------------------------- POINTS i COMPON RATIO MULT MULT MULT POINTS 38,474.19 .37 14,235.45 -------------------------------------- ; 28,637.04 1.00 1.063 .340 1.000 10,348.61 X. * * * * * * *:I:Y.:K a=;t.:i: WINTER CALCULATIONS BASE _-_ =_= AS -BUILT GLASS ---------------- ORIEN AREA x BWPM = POINTS ; TYPE. SC ORIEN AREA x WPM x WOF = POINTS ---------------------------------------------------------------------------•--- N 40.00 -3.4-136.0.; SGL TINT N 40.0 9.6 1.18 453.4 E 34.00 -0.4 -115.6 SGL_ TINT E 34.0 -2.0 -5.04 342.7 S 196.00 -3.4 -673.2 ; SGL TINT S 126 0 -10 2 12 -156 1 SGL TINT IS - --------------------------------------- -- ------ .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS AREA AREA FACTOR POINTS ------------------------------------ .15 1,683.00 272.00 .928 -924 NON GLASS -----------------===i=====-______-______ `72 .0 - 10 .? - 1-.013 800 ------------------------ ADJ GLASS ; GLASS POINTS ; POINTS ----------------------------- So-858.33 1,440.53 AREA x BWPM = POINTS i TYPE R-VALUE ------------------------------------------------------- WALLS ---------------- i Ext 1650.0 1.1 1815.0 ; Ext. NormWtBlock In Adj 235.0 1.8 423.0 Ad,i Wood Frame DOORS ---------------- Ext 24.0 S.1 122.4 Adj 20.0 4.0 80.0 CEILINGS ------------- UA 1683.0 .6 1009.8 FLOORS ---------- Slb 113.0 -1.9 -214.7 INFILTRATION--------- Ext Wood Adj Wood Under Attic lab -on -Grade AREAx WPM = POINTS --------------------- 4.2 1650.0 3.26 5379.0 11.0 235.0 1.80 423.0 24.0 7.60 182.4 20.0 5.90 118.0 19.0 1683.0 1.00 1683.0 0 113.0 2.50 28 .5 1683.0 4.1 6900.2 ; Practise 42 1683.0 4.10 6900.3 TOTAL WINTER POINTS 9,277.47 i 16.408.73 TOTAL x SYSTEM - HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 9,277.47 1.10 10,205.22 ; 16,408.73 1.00 1.063 .484 1.000 8,441.03 * *'X.:K:1: �c *:K M::K:K:K:K.W.:Y•:K;K:K:K Y: �:K;K M:K:k;Y.:K:K;K:K'X•'X• *:K:i:sKW :K:K:K!K:K:K;Y•:Kk**:K * *:K:K:K*:K *;K:K �:;K-K;K;K *:K *:K:K A:;K *:K:K=K:K* WATER HEATING BASE ___ i =_= AS -BUILT --------------------------------------- NUM OF x MULT = TOTAL i TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS Ii RATIO . -MULT 3 3527.0 10,581.00 50 .90 1.000 3449.7 1.00 10,349.00 - SUMMARY _-= BASE __= i =_= AS-B.ITLT COOLING HEATING HO•I WATER TOTAL COOLING HEAPING HOT WATER TOTAL_ POINTS + PO1N1"S + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 14235.4 10205.2 10581..0 3S,021.66 i 10348.6 8441.0 10349.0 29,138.63 ;1=:K N::K:K:Y•:i:=1: �:1:'X.:K:K:K=K:K �K EPI = 83.20 E:NEOGY GUIDE Foi\,\detailed information of the EP.( rating number or for any ITEM listed,, ask your Builder for DCA Form 60OA-93 or Form 600E-93 E:PI= 83.2 0 10 20 30 40 50 60 70 80 90 100 --------------------------------- X------- ' The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE -RATING SHEET -- ITEM HOME VALUE. Low Efficiency High Efficiency WINDOWS ..................... Single Tint INSULATION .................. Ceiling R-Value......... 1.9.0 Wall R-Value ......... 5.0 Floor f1-VaIue......... 0.0 AIR CONDITIONER... ... ...... SEER/EER.................. 10.0 HEATING SYSTEM ............. Electric COP/HSPF........ 7.0 Gas AFUE............ 0.00 WATER HEATER ................ Electric EF.............. Gas EF.............. Solar EF.............. OTHER FEATURES ............. SINGL CLR DBL TINT ------X-------------- R-10 R-30 ------'---X---------__.i R-0 R-7 -------------- X------ R-0 R-'19 X-------------------- 10.0 SEER 17.0 X-------------------- ' 9.7 EER 16.0 6.8 HSPF 12.0 'X---------------------' 0.78 AFUE 0.90 '--------------------' i 0.88Oi96 0.90 i----X---------------' 0.54 0.90 0.00 i`-------------------- 0.40 0.80 I-----------------------' I certity that these energy saving 'teatures 1,equi7-ed for the Florida Energy Code have been installed in this house. Builder Address: -----Signature: Date: City/Zip— Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 I tvi)artnaent. of Comuu.Iali.ty Affai"rs SN: 5S50 FLORIDA FNERG'Y FFFI'CIENCY CODE FOR BUILDING CONSTRUCTION �f-`ORM 600A-93 P,esi.rient.ial:Ceuq�onent..F?reScriptive Method A r.'Lr lr p(A PRO.-IFCT IdAML.; KOLTER HOMES :BUILDER-, M.J FERRITER J,ONSTRUCTION AND ADDRESS: TOWNHOME5 MCIDEL #E ;PERMITTING :CLIMATE PORT S7 L.C11CF FL_ 349 i 0FFICE: !ZONE:' 4 i ,! 51_i 6 i _! OI.INFR: ;PERMIT NO. I.TURISDICTION NO. CK 1. New construction or addition 1. New Construction 2. r,in7le family detached or Multifamily attached 2. Multi. -Family 3. If Multifamily-f•10. of units 3, 0 - �4- if flult.ifafni-ly, i=: t.h.is a worst- case (yes/no) 4, No S. Conditioned floor area (sq.ft.) 5. v 30.00 6. Predominant: eave overhang lft.j 6. 1.00 7. Porch overhanu leripth ( ft . j 7. 6.00 _...._.. 8. Glass area and type: Single Pane Double PaneV a. Clear Glass 8a. 0 Osgft 0.00sq'ft b. Tint, i-i lm or solar screen £sb.179.0sgft. 0.00sgft. __.�_... 9. Floor type and insulation: ....... a. Slab on grade (k-va.luc-, perimeter) 9a.R= 0.00 , 194.00 ft. 10-Net Wall type area and insulation; -� a. Exterior: 1.. Concrete (11-ISUlation R-value) 70a-1 R= 4.20, 1532.00sq'ft_______, a. Adjacent: 2. Wood frame (Insulation R--value) 1.0a-2 R=11.00, 291.00sgft_„___.. 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=19.00 , 1650.00sgft.__._. 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.50 uncond 13.Cooling system 13. Type:'Cent.ral A/C SEER: 10.00 14.Heating System: 14. Type: Heat Pump HSPF: 7.00 15.Hot water system: 15. Type: Electric _ EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) - 17.Infiltration practice: 1, 2 or'3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, 18. HF-Whole house fan, RB-Attic radiant _ barrier, MZ-Mu.lt.i.zone ) 19.EPI (must not exceed 100 points) 1.9. 80.95 a. Total As -Built points _ 19a. 25737.63 h. lotal Base points 7.9b. 31796.06 1 Iita'Eby i:e;i t.i f'; I;Ilal' I-.I"ir. I:�lall=: atrf ::4:'eci ficationi' euvt:red I./ lhls GEi1Cu'-' Idti(5rl arp i.ri cOmpli.::lic.; wiCh I -he F)oi-icE: L'_t'u:rgy Code. PRF'PARL_D BY; DATE: I hereby certify that this building is in compliance with the Florida Energy code. OWNER/AGENT: DArE: -------------------------------------------- Review of the plans and specifications covt:red by i:hi: calculation indicates compliance with the Florida Energy Code. before construction is completed this building will be inspected for compliance in accol nice with Section 553.908 F.S. BUILDING OFFICIAL: DATE: i ' - .S „ ' ` 1 •!A'-!:•Y.i..#.k Y•:K.K {.Y A:;!':#A• {.'A: �x :k ;#.f .K A..1: I:-k Y'A:.I:.-k'.1::7::K V: 1:'Y.:Y:'F: A: A:.Y.:K.K.i .# A.#:k.K'1:.k.K'A:1.:K.K:1::Kk.Y::K':k:K:1: �: �Y"K*:k-k K :k A: A::K.1-:k :i: .� SUNietF GALCCII_ATIONy A; :K-x :Y:X �'X.:K A'*:K *:K :K:K=K:I::KV::KX*:kA=k:%k w�K*:k*A.Y.%K*k•:K:KA::K-Ka:�l:k:*A::k --- HASH GLASS----------------.--_----------_-__--.- ----_-----_----_- ---_-__---- _-_ _ ORILIJ AREA x 6SPh1 = --•----------------------------------------------------------------- PUINTS i TYPE SC ORIEN AREA X SPM x SOF = POINTS N 12..00 82.2 1808.4 !-SGL TINT N 22.0 51.5 72 814.6 S 84.00 82.2 6904.8 ; SGL TINT S 84.0 98.3 3699.4 W 73.00 82.2 ------------------------------------------------------------ 6000.6 ; SGi_ TINT W 73.0 107.1 .45 26 2032.8 .1-5 x COND. FLOOR / rOTAL GLASS = ADJ. x GLASS - AD7 GLASS -------------- i GLASS AREA AREA FACTOR POINTS POINTS ; POINTS - - _15---11530_00-------179.00------1_282----14,713.80--- - 18) 864.90 ' 69 546.80 NON GLASS------------ � HREA x 8SPP1 - ---------------------------------------------------------------------------------- NOTNTSi TYPE R-VALUE AREA x SPM = POINT$ WALE..S----------------- E:xt 15:32.0 1 .0 1.532.0 Adj 29.1 .0 .7 203.7 DOORS ---------------- Ext 4 .0 4 .8 11.5.2 Ad.j 22. xi 1.6 35.8 CEILTNGS ------------- UA 1530.0 .6 918.0 FLOORS --------------- Slb 194.0 -31.8-6169.2 Ext NormWtHlock Tn Adj Wood Frame Ext Wood Adj Wood Under Attic Slab -on -Grade 4.2 1532.0 1.16 1777.1 11.0 291.0 70 203.7 24.0 7.20 172.8 22.4 2.40 53-8 19.0 1650.0 1.10 1815.0 .0 194.0 -31.90-6188.6 INFILTRATION--------- i 1530.0 10.9 16677.0 ; Practice 412 10.90 16677.0 TOTAL SUMMER POINTS ---1530.0 32,177.44 ; 21,057.58 TOTAL x SYSTEM = COOLING, ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MUL.T POINTS ------------------------------------------------ i COMPON RATIO MOLT MIJLT MUI_T POINTS .:j. 7 1 1 ,9056b 1 21 , 057.5H 1 .00 .1 .06:§ ------------------- 340 1.000 7 609.6 ] 4: 4e* A:* *:I *'4 :t 1: C *;V* 4Z3, 4-4 **l 1�* IV I. WINNER CAL-CHILAr10HS BASE 7Z OR N PC) I N IS ----------------------------------------------------------- IYPF SC ORIFN AREA X WPM x WOF = POTNTS 14 22.00 -3.4 -74.8 SGL *PINT N 22.0 9.6 1.18 249.4 s 84.00 -3.4 -285.6 SGL TINT s 8-1.0 -10.2 .12 -104.0 W 73.00 -3.4 --------------------------------------------------------------------------------- -248.- i SGL TINT W 73.0 -2.0 -5.04 735.8 .15 X COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS ---------- AREA AREA FACTOR POINTS POINTS - POINTS .15 1,530.00 179.00 ------------------------------------------ 1.282 -608.60 -780.30 i 881.16 NON GLASS------------ ;-------____= AREA x BWPM = ------------------------------------------------------------------------------- POINTS TYPE R-VALUE AREA x WPM = POINTS WALLS ---------------- I Ext. 1532.0 1.1 1685.2 Ext NormWtBlock 111 4.2 1532.0 3.26 4994.3 A I d.j 291.0 1.8 523.8 Adj Wood Frame 11.0 291.0 1.80 523.8 DOORS --- -------------- Fxt 24.0 5.1 122.4 i Ext Wood 24.0 7.60 182.4 Adj 22.4 11.0 89.6 Adj Wood 22.4 5,90 132.2 CEILINGS------------- � UA 1530.0 .6 918.0 Under Attic 19.0 1650.0 1.00 1650.0 FLOORS --------------- Sib 194.0 -1.9 -368.6 Slab -on -Grade .0 194.0 2.50 485.0 INFILTRATION --------- 1530.0 4.1 6273.0 Pr'actice #2 1530.0 4.10 6273.0 TOTAL WINTER POINTS 8,463.10 15,121.83 TOTAL x SYSTEM = HEATING ---------------------------------- TOTAL X CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ------------------------------------------------------ COMPON RATIO MULT MULT MULT POINTS 8,463.10 1.10 9,309.41 --------------------------------- i 15,121-83 1.00 1.063 .484 1.000 7,779.02 :k .K'•K:K:K A::K;k W.:1::K � 4::K # .K:1':Y.-1: A: A- •R * W:k:l: *:K:K �:.K-k;k A::k �:'k-:1: *;X *-k:K=k;k;K:I::k :Y: �1::K'K:K *:k;K:k *'K * * * *.yc:Y::k * :K A: * *:I: *:K:K �c;K:l::k WATER FIEATIN(; RASE __= i --= AS -BUILT NUM OF x MULl' - TOTAL TANK VOLUME EF TANK x MULT x CRED'CT TOTAL BEDRMS RATIO MOLT ------------------------- ---------------------------------------- 3 3527.0 10,S8L.00 i 50 .90 1.000 3449.7 1.00 .10,349.00 :K'#:W :k:K:K:k%:W. * :k *:K:k:I::Y: a: * *:ic Y: •i: *:K :K�K:K:K�: �•W. �c=K ;:UI`1MARY - * M *:k.K *:k:K:K:Y �'=K:K'X•:K:K:k:K * *:K:K * *:k =!. * A:;K:k:k �::K * *:k :K:k:K:K * * *:K �: * * # :k �::K*:K:k A: �:K �c:k:kk: �Ic * *'*:k * M:{: �:-k:Y: * %: * * �X:k:k BASE" AS -BUILT COOLING - HEATING HOT WATER TOTAL i COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS = POINTS ----------------------------- -------------------------------------- 11905.7 9309.4 10581.0 31,796.06 7609.6 7779.0 10349.0 25,737.63 K EPI = 80.95 �'. 1 -� �� L- 1 ,.For detailed information Of the FPI rating number or,for any ITE61 listed, .ask your ,Bu1ijdrgr .for DCA Form 60OA-'i:3 or Form 600B-93 ENERGY GUIDE EPI= 80.9 0 10 2.0 30 40 50 60 70 80 90 100 `i -----------------'----'------- The maximum allowable EPI is 100. The lower the EPI the more efficient_ the home I TE'M RESIDF_NTIAL ENERGY PERFORMANCE RATING SHEET HOME VALUE WINDOWS ..................... Single Tint INSWI_AT7OIJ.................. Ceiling R-Value......... 19.0 Wall R-ValLie ......... 5.3 Floor R-Value......... 0.0 AIR CONDITIONER ............. SEER/EER.................. 10.0 HEATING SYSTEM .............. Electric COP/HSPF........ 7.0 Gas AFUE............ 0.60 WATER HEATER ................ Electric EF.............. 0.90 Gas EF.............. 0.00 Solar EF.............. OTHER FEATURES. . . ........... I_ow Efficiency SINGL CLR ------ X------ High Efficiency DBL TINT Ft-10 R-30 R-0 R-7 --------------- x ----- ' R-0 R119 ix-------------------- i 10.0 SEER 17.0 x--------------------' 9.7 EER 16.0 6.8 HSPF 12.0 ix-------------------- 0.78 AFUE 0.90 i---------------------' 0.88 0.96 ----X-'-------- � 0.54-----=0.90 ---------------------' 0.40 O.Bo --------------- I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:_._._, _ __Signature: Date: City/Zip_ __ Florida Energy Code for Building Construction - J993 Florida Department. of Community Affairs FL-EPL CARD93 11 Lennox Objective Guide to ]Installation Comparison ,Nisair Airconditioning Inc,. 1501 Decker Ave f1-404 Stuart, Fla 1-407-283-0904 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 KOLTER TOWNHO'MES MODEL#E PREPARED FOR: KOLTER HOMES PREPARED' BY: PHILIP NISA JR FILE TITLE: KOLTB IIESIGN TEMPEI ATURES (DEGREES F) WINTER INSIDE 68 ' WINTER OUTSIDE 45 SIJMMER INSIDE 75 SUMMER OUTSIDE .91 DAILY TEMPERATURE RANGE INDICATOR M DESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.4' ,_ WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH BTUH SO FT LOSS GAIN ROOM - 1 WHOLE HOUSE IN ZONE 1 61 X 25 WALL 14B 8 INCH BLOCK R-5 INSUL 1;625 5,381 2,877 OVERHANG = 1.0 % WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-W 75 1,992 4,124 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL =' 1.0 WINDOW. 1C SNGLE PN CLR GLASS METAL FRM FACING-S 80 2,125 1,504 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N 20 531 376 PINT -TINTED SHADING -DRAPES HALF DRAWN SHADING CO EFFIC;lENI = 1 REVEAL = 1.0 DOOR ion SOLID CORE 24 254 136 CLILING 16D UARK N-19 1NSUt AIlON 1,525 1,859 3,233 FLOOR 22A NO EDGE INSULATION 194 3,614 0 WINILR INF'ILTRAfION J68 C:FM SI11'HER INFILTKAT.ION 96 CFM SENSIBLE GAIN .4,240 1,685 LATENT GAIN 2,670 L MECHANICAL. VENTILATION 50.0 CFM 1,265 880 PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN 920 L APPLIANCES 1200 9 08/;W98 LOGIC 1000 RESrIDENTIAL LOADS ANALYSIS KOLTER TOWNHOMES MODEL# E DUCT LOSS MULT=.20 GAIN MULT=.20 TOTAL FOR ROOM 1 14,335 CU FT SENSIBLE LATENT STRUCTURE TOTALS 14,335 CU FT SENSIBLE LATENT PAGE 2 AREA BTUH BTUH SO FT LOSS GAIN 4,252 3,443 1,525 - -- ----- 25,514 20,659 4,984 L 1,525 25,514 20,659 4,984 L ------------------------------------------------------------ 11INIMUM Cooling Capacity needed is 25,643 btu .at 91 degrees dutside and 75 degrees inside Maximum desired Sensible Cooling Capacity is 23,758 btu (115% of Sensible Load): ----------------------------------- =----------------------- ********** Versfon 92.10 * ]his Heating and Cooling Load Computation was produced using the procedures'* * and tables of the Air Conditioning Contractors of America's Manual J, * * Seventh Edition. The accuracy of the calculated loads depends.upon the * * accuracy of the data used and the accuracy of the Manual J load calculation * * procedures for the given conditions. No warranty, either expressed or * " * implied, is given by Lennox Industries Inc. with respect to the accuracy * * and/or sufficiency of the information provided by this report. , , L enox Objective Guide to Installation Comparison i Nisair Airconditioning Inc,. 1501 Decker Ave 0-404 Stuart, Fla 1-407-283-0904 02/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 KOLTER TOWNHOMES MODEL#A PREPARED FOR: KOLTER HOMES PREPARED BY: PHILIP NISA JR FILE TITLE: KOLTA DESIGN TEMPERATURES (DEGREES`F) WINTER INSIDE 68 WINTER OUTSIDE 45 SUMMER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR M DESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.4 WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH BTUH SQ FT LOSS GAIN ROOM - 1 WHOLEHOUSE IN ZONE 1 48 X 31 WALL 148 8 INCH BLOCK R-5 INSUL 1,526 5.053 2,702 OVERHANG = 1.0 WINDOW! 1C SNGLE PN CLR GLASS METAL FRM FACING-W 40 1,063 2,352 TINT -TINTED SHADING -DRAPES HALF DRAWN SHAOING COEFFICIENT = 1 REVEAL = 1.4 I4INOOW 1C SNGLE PN CLR GLASS METAL FRM FACING-E 75 1.992 4,334 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = ,1 REVEAL = 1.4 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-S 100 2,657 1,880 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.4 WJENDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N 40 1,063 752 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1,4 DOOR 100 SBLID CORE 24 254 136 CEILING 16D DARK R-19 INSULATION 1,488 1,814 3,155 = FLOOR 22A NO EDGE INSULATION 192 3,577 0 WINTER INFILTRATION 164 CFM 4,137 SUMMER INFILTRATION 93 CFM SENSIBLE GAIN 1,644 LATENT GAIN 2,605 L .MECHANICAL VENTILATION 50.0 CFM 1,265 880 PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN 920 L P. F ' 08/2.4/96 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 KOLTER TOWNHOMES MODEL#A AREA BTUH BTUH SO FT LOSS GAIN APPLIANCES 1200 DUCT LOSS MULT=.20 GAIN MULT=.20 4,575 4,047 TOTAL FOR ROOM 1 13,987 CU FT 1,488 ----- ----- SENSIBLE _ 27,449. 24,282 LATENT 4,919 L STRUCTURE TOTALS 13,987 CU FT 1,488 SENSIBLE 27,449 24,282 LATENT - 4,919 L ------------------------------------- ---------------------- MINIMUM Cooling Capacity needed is 29,2.01 btu at 91 degrees outside and 75 degrees inside Maximum desired Sensible Cooling Capacity is 27,924 btu (115% of Sensible Load) ------------------------------------------------------------ *xx**KKK*x�xz*KMM* Version 92.10Kx*Xr�x**�xx x This Heating and Cooling Load Computation was produced using the procedures * • and tables of the Air- Conditioning Contractors of America's Manual J, x Seventh Edition. The accuracy of the calculated loads depends upon the * • accuracy of the data used and the accuracy of the Manual J load calculation x procedures for the given conditions. No warranty, either expressed or x * implied, is given by Lennox Industries Inc. with respect to the accuracy M • and/or sufficiency of the information provided by this report.. � - I D�srr�arErnent. 4i'f` fomirulni.t.y iAi f ;+ir= F 1.0RIDA ENERGY EFF1CIEr• Y, CODE FOR ESUILDING r.OIJ .IT2lJC'I TCUV I )RM 4=913' Resident}al' ComFco.ne,nt Prescriptive Method A CEfJfRFlI.. ?OJECT NAME: KOLTER HOMES - :NILDFR: M.J FERRITER CONSTRUCTION Jb ADDRESS: TOWNHOMES MODEL,4A ;PERMITTJ-NG ;CLIMAI-F PORT ST LUICE FL-349i0FFICE: OZONE: 4i_i 51�i JNEP,: :PERMIT NO. JURISDICTION PJO. CK I New construction or addition 1. New Con=:truc.tion Single family detached or Multifamily attached ,:. Multi -Family I'f Multifamily -No. of units 3. If Multifamily, is this a worst. case (yes/no) 4. No I -G:onditionec!-1-I-oor---aTea {-sq--ft-. )-- ------------5. -1-48e.-00 --- - ----------!- Predominant eave overhang (ft.) 6. 1.00 y I Porch overhang length (f.t.) 7. 13.00 Glass area and t YPe: Single Pane Doubly Pane 1. Clear Glass 8a . o .Osgf t 0 .00. of t :. Tint, film or solar screen 8b.256.Osgft O.00sgft: Floor type and insulation: _~ r. Slab on .grade (R-value, perimeter) I 9a.R=.0.00 , 192.00 ft I .Net Wall type area and insulation: 1. Exterior: 1. Concrete (Insulation R--value) 10a-1 R= 4.20, 1232.00sgft_ i 1. Adjacent: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 304.00sgft_,i_ I ,Ceiling type area and insulation: I .a. Under attic (Insullation R-value) 11a.R=19.00 , 1580.00sgft��_^ I' I Air distribution systems I a. Ducts (Insulation + Location) 12a. R= 6.50 uncond Cooling system _ 13. Type: Central A/C T j SEER: 10.00 Heating Systeal: 14. Type: Heat Pump -_ HSPF: 7.00 Not water system: 15. Type: Electric hloi:. Water Credits: (HR-Heat Recovery, 16. EF: 0.90 - DHP-Dedicated Heat. Purnp) - Ini'iltrati.oll practice: :1, 2 or 3 17. 2 HVAC Credits (CF-Ceiling Fan, CV -Cross vent_, 1.8. - HF-Whole house fan, Rt3-Attic radiant barrier, MZ-Mu1 t1ZOne.. ) E'PI. ( roust not exceed 1.00 Points) 19. 88.08 _ a. Total As -Built. points 198. 24015.72 b . Iota 1 Base poi, nits 19b . 27266 .02 - --- -- el,eby certify that the plansand-- CL1'1Cat].CnS COVel-ed by this calcu- ion are in compliance with the rida Energy Code. -'ABED iiY: =:reby certify that -EIii.s buildinq is ::ompliance a,ith the I - lorida Energy I - FZ/ AGENI ------------------------------------ Review of the plans and spec.if.icat.ions covered by this calculation indicates compliance with the Florida_ Energy Code. Before construction is rornpleted this building will be inspected for compliance in accordance with S=.cY.i.on 553 .90s1 F.S. BUTLDING., 01-F).%TFoI.: nATF_: Y::Yak::K-I::K.Y0,It:*Yif, YJ,1..k*tA,1-:K:YW%:=K'k:K; I:**f t A:* it'.Ya'K'X*iJ 1Y:Yif, f:Kt:Y.*if 1:'k.Yf"F 1: Y.;Y:Y:Y-K'A':Y SUMMER CALCULATIONS BASE AS -BUILT aSS---------------- IEN AREA x BSPM = POINTS'; TYPE SC ORIEN AREA x SPM x SOF = POINTS ----------------------- 40.00 82.2 -------------------- 3288.0 ; SfGL- TINT N - 40.0 51.5 .72 1481.2 72.00 82.2 5918.4 SGL TINT E 72.0 107.1 .58 4457.2 104.00 82.2 8548.8 ; SGL TINT S 40.0 98.3 .45 1761.6 SGL TINT S 64.0 98.3 .92 5766.9 40.-00 8272 ------------------------ 3288-0 ; ----------------------------------------------------- SGL TINT - W 40.0 107.1 .26 11,7 R 5 x COND. FLOOR / TOTAL GLASS = AUJ . x GLASS = AI).:f GLASS ; G1'.ASS AREA AREA FACTOR POINTS POINTS ; POLN1'S 5 1,488.00 256.00 .872 21,043,20 L8,347.04 ; 14,580.80 J GLASS ------------ AREA x BSPM = ------------------------------------------------------------------------------ POINTS ; TYPE R-VALUE AREA x SPM = POINTS _l.S---------------- _ 1232.0 1.0 1232.0 ; Ext NormWtBlock In 4.2 1232.0 1.16 1429.1 j 304.0 .7 212.8 ; Adj Wood Frame 11.0 304.0 .70 212.8 24.0 4.8 115.2 ; Ext Wood 24.0 7.20 172.8 j 18.0 1.6 28.8 ; Adj Wood 18.0 2.40 43.2 11-INGS ------------- i 1488-0 .6 892.8 ; i Under Attic 19.0 1580.0 1.10 1738-0 )ORS -- _ - 19.2.0 -31.8-6105.6 Slab -on -Grade .0 192.0 -31.90 -6124-8 `ILTRAIION--------- 1488.0 10.9 16219.2 ; Practice 02 1488.0 10.90 1621.9.2 AL SUMMERPOINTS- - ----- --- 30,942.24 i 28,271,12 'AL x SYSTEM = C001_ING i TOTAL x CAP x DUCT ------------- x SYSTEM x CREDIT = COOLING 1 PT MULT POINTS i COMPON RATIO MULT MULT MOLT POINTS ),942.24 .37 11,448.63 i 28,271.12 1.00 1.063 - 340 - 1.000 -10,216.38 I I I -f I # 4 .1 . f i. v 1, 1. :i, I: I It 4. 1 1 ,1 .1, 1 1 .1 1 f. :1 . J. 1 :1 t v 1 4. 4. : f, 4: t. , f: f 1: 4 1' j 1: 4: .*, -I- f: * t f, i f, 3 1: P 1 4. fl:j *:f 3.,f, 31 -lt'* 4t* Uf N [ F k 1; P.V. -4-* jL, (.,. I I (-)IJS J-1 j j, 1, 4-f t: f, AREA x r3WpM ----------------------- = POINTS rYPE 50 ORIEN AREA X WPM ------------------------------------------------ x tJC),(--' POINTS 40.00 -3.4 72.00 -3.4 -136.0 -244.8 SGL! TINT N 40.0 9.61 1.18 153,4 104.00 -3.4 -35 3.6 SGL TINT SGL TINT E 72.0 -2.0 -I.so 15.7 40.00 -3.4 . - 13 6 SGL TINT S 40.0 -10.2 12 S 64.0 -.10.2 I;zs --49.5 -622,!�, ----------------------------------------------------------- .-C' - SGL TINT W 40-.0 -2.0 -5.04 403.2 COND. FLOOR / TOTAL GLASS = ADJ . X GLASS AD.) AREA AREA GLASs FACTOR POINTS POINTS G L. AS ---------------- i POINTS 1,488.00 256.00 .872 ------------------------ -870.40 ------------------ -758.88 400.18 ------------ AREA X BWPM = POINTS TYPE ------------------- ---------------- -------------------R---VAI-UE- x AREA WPM ---------------------------- = POINTS .1 2,;2. o 1.1 304.0 1.8 1355.2 i Ext NrjrmWi-..Bjocj< In4.2 1232 -547.2 Ad-j Wood Frafne 11.0 304.O 3.26 4016.�� -------------- .0 1.80 547-2 24.0 -S-1 18.0 . 122.4 Ext Wood 4.0 72.0 Adi Wood 24.0 7.60 182.4 18.0 5.90 106,� .6 892.8 Under Attic ----------------- 19.0 1580.0 1.00 1580.0 192.o -1.9 -364.8 .0 192.0 2.50 480.0 RATION --------- 488.0 4.1 6100.8 Practice #2 1.488.0 4_10 6100.8 WINIER POINTS 7,966.72 -TOTAL X SYSTEM--=- YSTEM HEATING x CAP x -PFr))- POINTS COMpopq RA-rNUL - T T HUAI IN61HULI MOS"IEM T PC) TN vs 8,Y63.39 100 ,484 1 000 �100. 0 1 I * 80'88 = Id3 x ZL'9LO`t/Z C 6689 0'0069 b'9TZOT i ZO'99Z`LZ O'bSOL b'E9L6 9'817VT ---------------------------------------------------------------------------'--- SJ.NIOd = S1NIOd + S1NIOd + S1NIOd ; `INIOd = S1NIOd + S1NIOd + S1NI -IaIO.L ij31ah1 IOH 9NIla3H ONI-1000 ; 7a101 d31ah1 lOH ONIla3H `JNI'IC 3Sa8 =-- _ Aaawwns I 668, y C10, I C 6ti 000' C 06' 09 ; OO' b90` L 0' LICIki 011atJ I St~IriC I Iti.l ),I. _- J.Iri32J X 1-II11-4 X :INaI A-1 1-Inbi X JO 4 I , ,r.VA .K #"Y: l.'K� t'k:A=k:Y:-k A,4A. X:;Y! t.f.#.'k.�t:X:'K;v%%..ha:%:X:KV..F',K:YA:'K:Y:KXa:.A';kX:W.:Y.X:A. A, k;Y F:♦':k:: %';Y-i" 4'-k.A Jhdl I_�JdH .1.ilaf1 C 1:k4:Lt.I .YkV14. A'—K �.hdl1:Y 4YY 44414:k.F'I".f{:KA'A.A.1:t;kaftk4,11..1.4:Xt-k#':4-•h.%-1'b%:3't.;Y,Y 4.A:1 A h:-1A1: 1: A"4YA' =WC11 &v inrormation of the EPI rating number or for any IVEMlisted, agk'your Builder for Fpi_ 8g',1 DCA Form 60OA-93 or Form 600E-93 0 10 -20 30 40 SO 60 70 80 00 100 - -X The maximum allowable EPI is 100.The lower the EPI the more efficient the hnm. e RESIDENTIAL ENERGY PERFORMANCE RATING SHEET _'TEM HOME VAi UE Low Efficiency High Efficisnav SINGL CLR DBL TINT WINDOWS ..................... Single Tint ------ X-------------- INSULATION.............' Ceiling R-Value......... 19.0 Wall R-Value......... 5.5 Floor. P,-Value......... 0.0 AIR CONDITIONER ............. SEER/EER.................. 10.0 HEATING; SYSTEM .............. Electric COP/HSPF........ 7.0 Geis AFUE............ 0.0O WATER HEATER Electric EF...%........ 1. 0.90 Gas EF.............. 0.00 Solar EF__ OTHER FEATURES .............. R-1C R-30 --- - R-0 R17 --------------- X- R-0 R-19 ' X--------- ' 10.0 SEER i7.0 X-------------------- ' 9.7 EER 1610 ;.8 HRPF 12.--------------------- i---------- 0.a8 0.96 --- 0.5'1 0,90 0.40 0 A0 --------- I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: ity/Zip =lorida Energy Code for Building Construction - 199: =lorida Department of Community Afraira FL_ p C:,r,r,•_,:;