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HomeMy WebLinkAboutSUBMITTED PAPPERS09/13/2000 23:31 5614684603 PAGE 01102 REQUEST F R 30 DAY TEMPORARY POWER RELEASE DATEk ,_ I St. Lucia County Comm. Devel. Dept. Code Compliance Division ,. 2300 Virginia Avenue i Fort Pierce, FL 34982-5652 PERMIT NUMBER: i Ph. (561) 462- 2165 Fox (561) 462-1735 a 0 0 O Z (o PROPERTY ftol,5887� 40� �o% G y pfess pa7Nt _ �' • SCANNED Zks . W St. Lucie County THE UNDERSIGNS I HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCF IBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE Pl. RPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST WE HEF EBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release Is requested for the above staled purpose only, and the fe will be no occupancy of any type, other than that permitted by construct) n during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, Including Building Division Policy, which Is Incorporated iorelin by reference. 3. All condific .ns and requirements listed In the attached document entitled "Requiremenjs for 30 Day Power for Testing" have been fulfilled and the premises Is r ady for compliance Inspection. We hereby release Ond agree to hold harmless, St. Lucie County, and their employees from all liabilities a A claims of any type or nature which may arise now or In the future out of this transac Ion, Including any damages which may be Incurred due to the disconnection of 81 ctrical power in the event of violation of this agreement. i SEP 14 2000 111 co St. Lucie County Public Works / t � .; . µ ( ., 09/16/2000 07:29 5614645251 GALE INSULATION PAGE 04 gelle. Insapedultln e e MASCO Company CERTIFICATION OF R- INSULATION INSTALLED IN GARAGE COMMON R- }� INSULATION INSTALLED ON VCMIOR WALLS R-,.a ' INSULATION INSTALLED IN GEILINO ARM Mirrors - Shehring Shower Enclosures SEP 18 2000 _----_ St Lucie County Public LEGAL: Lot '- Block Sub -Div 4pg o...A z& PERMIT #: � O� LC !1 1 1 1 4 • � yl STATE OF FLORIDA, COUNTY OF ST. LUCI E FORE00 UAW WASHAVOE ACKNOWLEDGEDBEFORE ME THIS F 2000. 13Y 01J WHO' IS PERSONALLY KNOWN TO ME. 01 0 My C STINNETr NOTARY BLIC. STATE OF FLORIDA W 00.7N90 11MONWIOi..e [10/Nr I.D. 3490 Oleander Avenue - Ft. Pierce, Florida 34982 Ft. Pierce (561) 465-9191 9 Vero Beach (561) 569-1514 - Stuart (581) 283-3151 - FAX (581) 489-6768 0B/24/2000 11:24 4671577 RESERVE PAGE 01 lt=ul 'Lvtt Hupjytl LI.LL., L. e. r 2160 Reserve Park T;:ace Port St. Lucie, FL 44966 Date: �•$•� Reserve Homes Ltd., L. P. hereby assigns $ Il yU( • 00 from the Road Impact Pee Credit Agreement 93-02, to: Y..s � _,- - for the yu oees of constructingr (Check One) Single-Pamily Dwelling Multiple -Family Dwelling Nof Unite: ) Commercial/Industrial (square feet,) Other ( ) This credit shall be for the following specific property: Subdivision: CmAss oiR/'r -' —Aa.L. Block: (attach separate legal description if necessary) PMPGrty Tax ID#:` Assigned by; a l,.r. TD M CMWLBTBD BY ST! LVCIR QOggi•Y Received Date: Credit Assign Numb: CAL-93-02- o c)p Last Assign -Humber: CAL-93-02- Credit amount available: Credit used this assignment: Remaining credit -amount: Building Permit Number: o O y- o a '�( Reviewer: Date enteraA 4"vr u----_ ._ i ' 4 ,05�15: 2070 13: 1 561781c'1? JW IOHN=ONDESI3d PAGE a i Harvey E. Koehnen Architect 7205 Elyse Circle Pat st Lade, FM& 34954 (561) 46&5509 12 May 20C '-St. Luc e L Building ant FILL PY Ft. Pierce, orida AE: Swab Residence Lot 62 Cypress Point PGA V i1Wge Port St Lucie. Florida Inspector, This letter i to cenif.v that the concrete slab win be poured whb fiber mesh concrete 40 wire mesh will be omitted. E. V BUILDING DrASION REVI FOR P cE RLVLEWED UY DATE�a PLAM+AND PIAMR MUST BE r—tn ON JOB OR NO INSPEORON V0J-BE MADE tiJ r� y, •�n�!rvY%n.64 5'M�II�1�'I fIiP ���: f1i YI ,� _ s'• Y� I,l I J. • r It h FRASER l+ NGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33fd STREET FORT PIERCE FLORIDA 34946 VER(4AACIi(561) 5676167 FORT PIERCE(561) 461-7508 STUART(561)283-7711 FT. PIERCE I-800-233-901111 /7 Report���� DENSITY OF SOIL IN PLACE LJ U MAY 9 2000 ASTM D2922 PU13LIC WORKS CLIENT: B & D Grading, Inc. DATE: 3/23/00 II S� T. war, COUNTY, FL CONTRACTOR: Client PERMIT #: 20040226 SITE: Lot 62, Cypress Pt. d Foundation Fill DENSITY TEST NO. DATE TESTED LOCATION ELEVATION MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY DENSITY PERCENT COMPACTION TEST NO. MAX. DRY WT. 3104 3/23/00 N.E. Comer 0 - F 9911 107.6 104.7 97.3 Center 0 - 1' 104.5 97.1 S.W. Comer 0 - 1' 104.9 97.5 ALL ELEVATIONS BELOW SLAB GRADE. Copies: Client -I Respectfidly submitted, SLC Bldg. Dept. - I FRASER ENGINEERING AND -TESTING, INC. uiwr� Alexander H. Fr •er, P.E. Fla. Reg. No. 16178 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE. SOIL, AND ASPHALT TESTING 5WALf2O I:�51PF NCF, LO-r 62 CYpI?E,�55 POINT pGiA VILLAGF, 5-', LUCID CO,, FLOpII2A 15-2 x 12 W/ 5/ e' � Cmc MYWOO D TMFN NAL 16d a 6" O/C 5fAC4CZMP ' 2 Y. 8 FIX. MALT R & .IAMB - PROM WINDOW OR OMN'G l 2x 4 ON FLAT 0 24" O.C.1 r 5/ 8" Wx FLVVV NAIL'17 W/ Bd NAIL5 a 6" O.C. 2x 4 HOW, a 6" O.G. CUr rO FORM RADIUS OF ARCH 8x COL OR FILL' D =AL EA. 5117E OF OMN'6 5FV FLAN ApCH F IMAM I NG 12Ff ;� DEPARTWNT OF COMMUNITY DEVELOPMENT • 2300 VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL- -34982-5652 407-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE ThIS Certification is to be completed by the project design architect or engineer. This Certification muss be sub' wlh a. eppGeetions for building permit Imwtvbig the construction of new residence (single or mulli•family), residential addition, any acoessor structure requiring a building permit, and any nonrwAdemlai stmctt2nL This CertRksttlon stall not.alpply to Interior renovations (pmvidec flint no structural Wal$, columns or other similar component Is being effected) and ce tatn other minor bulduiq permits. , For furthe assistance. please contact 0w Building Inspection Office at 462-1553 or 462-2M PROJECT NAME SWhLDC iZ13-5tparicE STREET ADDRESS L o'r Ca 2. c `C P ftF-5S 'Poi iJ T PR NUMBER 6r (k J t IrLpc G7 (_ PERMIT NUMBER OCCP. TYPE CST. TYPE IUM11FICATION STATEMENT• I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH TIIEAPPUCABLE 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 PqRaM9MRS AND ASSUMPTIONS USED: LIO ehedt «ranokta the anoroor'vge boz7 I. BUILDING CODE EDITION USED (YEARS t 4 `17 SBODI ASCE 7-0 ont 2 BUILDING DESIGN IS (scat oENCLOSED r® BUILDING HEAGffT; 1(0 . 5 FT 4, FR (SPECS PARTIALLY ENCLOSED OPEN BUILDING NAND SPEED USED 'IN BUILDING DESIGIt I 1 n MPH NAND E ARE' CLASSIFICATION OWRX TO EMW TAR= IN MXLDM CODE tDe MRM W uM tt): AVERAGE WIND VELOOfTy PRESSURE ON EXT MIOR FACES OF STRUCTURE. PEAK WAND VELOCTY PRESSURE ON f-7(LERIOR FACES OF STRUCTURE IMPORTANCEAISE FACTOR (OemN m mu B uom Occei, i. D LOADS: FLOOR `� PSF ROOFA)FAD 2 j' WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (cw=ofq YES eNftutlon) C 34,7 PSF 5L 7 PSF PSF Jig,ROOFUIE- } O PSF No_ If NO, Why (albdi u- IS A CONTINUOUS LOAD PATH PROVIDED P*M a4n ,� ✓ explanation) � NO � If NO. Wry? Wfach it ARE COMPONENT AND CtADOWG DETAILS PRt MED (%A � YES ✓ ezpiw"w) NO— If NO, Wig (atfadi tit. MINIMUM SOIL BEARING PRESSURE y 4 2O PSF AS WITNESSED BY MY SEC( I HEREBY CERTIFY TFUiT CERTIRCATION IS TRUE AND CORRECT, TO THE TiiE INFORMATION INCLUDED BEST OF MY KNOWLEDGE AND BELIEF. NAME I4.�tzJ��( Kt� Ei I n1EN CERTIFICATION NO: Fa 32831 DESIGN FIRM: E DAT 3 z 3 0 fsEAL TRUSS CONNECTOR SCHEDULE - ---- ! DESIGN WIND SPEED 110 impliit --,- -- - - - --- , - -- 11 ,- i_ - - -- -� ---_--T-' v ® YES■ msom:®„l ■■ ■E MEM; MEM■EMMm.:Illl M■N. " �► �©EMOR■■OZZINMEMM, MOOREM■■121■■■■ ®� o■MME■■MMINIM■E■ v MEMO M■■■ ICIN ■E ME v OMENS 11112111■■ EE. �.� EOM■ M®e■ ��„ ■■ ■M � �■ m■■■ mm■m.miel ■■ E■ ■EM®M■E■ ®1o1 mm ■■ v■ME M■■■ o,MI ®■ ■M v MEEm MMEM 1111 mm M0 ®RO■■E■■M.mil®®MEN ®MO■ MEMO ���� ■■ e■��. ■■■■mm million■E;� MOONS 011112 m■ ■m ■E■■ EN M1111 ■■ ■E; EEN■M■E■■0:� Ilion ■M;�ur � SlN3WW03 90 rrvf pdml _.._ • T3m M f amw IW1L1 AIIAW MM 30 Noll O AY wm rA mm mo 1M001A -mu3v Al',-[ vmN�a,naa_;�•'"4IDNA) 09-°ipne �' °} . . Y n y "yry °- d6 Arno 1b �i-t�dB 19vd�vax fl-�EdB 6 oA17:n° EAM m xb ml AY SAM SJ ` u—££dS 7'9ryvh ON ml AY NAMwa 3dAl H1�N33 331NI3ll+4-I. i„m 11/8L—sPLd9 3-in03HOS 131N1� P.LED20 � ""An-""��J AY mm s. A .Uz—m J one . n i rfmm E xlu cmlA , A +OtS3� o01•oM5 • Lennox Objective Guide to 3Enstallation Comparison Nisair Airconditioning Inc,. 1501 Decker Ave D-404 Stuart, Fla . 1-407-283-0904. 03/15/:0 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 THE SWALDO RESIDENCE PREPARED FOR: MR. & MRS. SWALOO PREPARED BY: JOSE FILE TITLE: SWALDO DESIGN.TEMPERATURES (DEGREES F) WINTER INSIDE 70 WINTER OUTSIDE 42 SUMMER INSIDE 75 SUMMER OUTSIDE 90 DAILY TEMPERATURE RANGE INDICATOR 11 DESIGN GRAINS RELATIVE HUMIDITY 42 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 MSTR BD RM IN ZONE 1 28.5 X 12.5 - WALL 14B 8 INCH BLOCK R-5 INSUL 257 1,034 417 OVERHANG = 2.0 WALL 14B 8 INCH BLOCK R-5 INSUL 81 325 131 OVERHANG = 2.0 DOOR 8C SLDNG DR, 1 PN CLR GLASS METAL F FACING-S 54 1,759 762 TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1:0 CEILING 16G LIGHT R-30 INSULATION 356 329 364' FLOOR 22A NO EDGE INSULATION_ 82 1,860 0 WINTER INFILTRATION 28 CFM 876 SUMMER INFILTRATION 16 CFM SENSIBLE'GAIN 268 LATENT GAIN 464 L PEOPLE 2 SENSIBLE GAIN 600 LATENT GAIN 460 L - -DUCT - LOSS-MULT=.20 GAIN MOLT=.20 1,237 509 'TOTAL FOR ROOM 1 3,563 CU FT 356 ---- ----- SENSIBLE 7,420 3,051 LATENT 924 L 03/15/:0 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 THE SWALDO RESIDENCE AREA BTUH BTUH SO FT LOSS GAIN ROOM - 2 MSTR IN ZONE 1 13.5 X 11.5 WALL 14B 8 INCH BLOCK R-5 INSUL 106 425 172 OVERHANG = 2.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-W 16 517 810 TINT -PLAIN SHADING -DRAPES. OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.5 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-W 9 -291 452 TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.5 WALL 14B 8 INCH BLOCK R-5 INSUL 117 470 190 OVERHANG = 2.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N 3 81 45 .TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 3.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N 16 517 288 TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.5 WALL 14B 8 INCH BLOCK R-5 INSUL 81 327 132 OVERHANG = 2.0 CEILING 16G LIGHT R-30 INSULATION 155 143 159 FLOOR 22A NOEDGEINSULATION 50 1,134 0 WINTER INFILTRATION 23 CFM 701 '.SUMMER INFILTRATION 13 CFM - SENSIBLE GAIN. 214 LATENT GAIN 371 L MECHANICAL VENTILATION 50.0 CFM 1,540 825 PEOPLE 1 SENSIBLE GAIN 300 LATENT GAIN 230 L DUCT 'LOSS MULT=.20 GAIN MULT=.20 1,229 717 TOTAL FOR ROOM 2 1,397 CU FT 155. SENSIBLE 7,376 4,303. LATENT 2,029 L ROOM - 3 DEN IN ZONE 1 12 X 10 WALL 14B 8 INCH BLOCK R-5 INSUL 53 214 86 .OVERHANG = 2.0 ' WINDOW 1C SNGLE PN- CLR GLASS METAL FRM FACING-N 24 776 432' '- TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 2.0 WALL 14B 8 INCH BLOCK R-5 INSUL 17 67 27 OVERHANG = 2.0 CEILING 16G LIGHT R-30 INSULATION 120 Ill 123 FLOOR 22A NO EDGEINSULATION 44 998 0 i i 03/15/_0 'LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 3 THE SWALDO RESIDENCE AREA BTUH BTUH SQ FT. LOSS GAIN WINTER INFILTRATION 13 CFM 387 SUMMER INFILTRATION 7 CFM SENSIBLE GAIN 118' LATENT GAIN 205 L PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN -920 L DUCT LOSS MULT=.20 GAIN MULT=.20 510 397' TOTAL FOR ROOM 3 1,320 CU FT 120 SENSIBLE 3,062 2,383 LATENT 1,125 L ROOM - 4 FOY/GALLERY IN ZONE 1 _ 18 X 11 WALL 14B 8 INCH BLOCK R-5 INSUL 19 77 31 OVERHANG = 10.0 DOOR 8C SLDNG DR, 1 PN CLR GLASS METAL F FACING-N ' 40 1,294 560 TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 4.0 WINDOW 1C SNGLE PN CLR GLASS. METAL FRM FACING-N _ 13 404 225 TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING. COEFFICIENT = 1 REVEAL = 1.5 CEILING 16G LIGHT R-30 INSULATION 198 183 203 FLOOR 22A- NO EDGE INSULATION 58 1,315 0 WINTER INFILTRATION 27 CFM 846 SUMMER INFILTRATION 16 CFM SENSIBLE GAIN 259 LATENT GAIN 448 L PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN 920 L DUCT LOSS MULT=.20 GAIN MULT=.20 824 495 TOTAL FOR ROOM 4 2,178 CU FT 198 SENSIBLE 4,942 2,973 LATENT 1,368C ROOM - 5 KIT/DIN AREA IN ZONE 1 24 X 14 WALL - 14B 8 INCH BLOCK R-5 INSUL 50 200 181 - - OVERHANG = 2.0 WALL 14B 8 INCH BLOCK R-5 INSUL' 91 365 147 OVERHANG = 2.0 WINDOW 1C SNGLE PN CLR GLASS' METAL FRM FACING-N 36 1,164 648 TINT -PLAIN SHADING-DRAPESOR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1:.5 03/15/:0 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS THE SWALDO RESIDENCE WALL 13C R-11 + 112 INCH GYPSUM R-.5 OVERHANG = 10.0 PARTITION TEMP DIFF FOR WIN= 28 FOR SUM=15 CEILING 16G LIGHT R-30 INSULATION FLOOR 22A NO EDGE INSULATION WINTER INFILTRATION 19 CFM SUMMER INFILTRATION 11 CFM SENSIBLE GAIN LATENT GAIN MECHANICAL VENTILATION 75.0 CFM PEOPLE 4 SENSIBLE GAIN LATENT GAIN APPLIANCES DUCT LOSS MULT=.20 GAIN MULT=.20 TOTAL FOR ROOM 5 3,696 CU FT SENSIBLE LATENT ROOM - 6 LAUNDRY IN ZONE 1 9 X 6 WALL 13C R-11 + 1/2 INCH GYPSUM R-.5 OVERHANG = 10.0 PARTITION TEMP DIFF FOR WIN= 28 FOR SUM=15 DOOR 100 SOLID CORE WALL 13C R-11 + 1/2 INCH GYPSUM R-.5 OVERHANG = 10.0 PARTITION TEMP-DIFF FOR WIN= 28 FOR SUM=15 CEILING 16G LIGHT R-30 INSULATION FLOOR 22A NO EDGE INSULATION WINTER INFILTRATION 9 CFM SUMMER INFILTRATION 5 CFM SENSIBLE GAIN LATENT GAIN MECHANICAL VENTILATION 75.0 CFM PEOPLE 2 SENSIBLE'GAIN LATENT GAIN APPLIANCES DUCT LOSS MULT=.20 GAIN MULT=.20 TOTAL FOR ROOM 6 486 CU FT SENSIBLE ' LATENT PAGE 4 AREA SQ FT BTUH LOSS BTUH GAIN 116 291 104 336 310 344 76 1,724 0 580 177 307 L 2,310 1,238 1200 920 L 1200 1,389 1,028 336 8,332 6,166 3,369 L 37 93 33 17 219 78 32 79 28 54 50, 55 30 680 0 274 84 145 L 2,310 1,238 600 460 L 1200 741 663 54 4,447 3,980 2,747 L } 03/15/:0 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 5 THE SWALDO RESIDENCE ROOM - 7 BD RM #2/BTH IN ZONE 1 21 X 12 WALL 13C R-11 + 1/2 INCH GYPSUM R-.5 OVERHANG = 10.0 PARTITION TEMP DIFF FOR WIN= 28 FOR SUM=15 WALL 14B 8 INCH BLOCK R-5 INSUL OVERHANG = 2.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-E TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL- 2.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-E TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 2.0 CEILING 16G LIGHT R-30 INSULATION FLOOR 22A NO EDGE INSULATION WINTER INFILTRATION 15 CFM SUMMER INFILTRATION 8 CFM SENSIBLE GAIN LATENT GAIN MECHANICAL VENTILATION 50.0 CFM PEOPLE'.2 SENSIBLE GAIN LATENT GAIN DUCT LOSS MULT=.20 GAIN MULT=.20 TOTAL FOR ROOM 7 2,268 CU FT SENSIBLE LATENT ROOM 8 BD RM #3/CAB IN ZONE 1 19.5 X 12 WALL 14B 8 INCH BLOCK.R-5 INSUL OVERHANG = 2.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-E TINT -PLAIN .. SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 2.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-E TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT= 1 REVEAL = 2.0 WALL 14B 8 INCH BLOCK R-5 INSUL OVERHANG = 2.0 -- WALL- " 14B 8 INCH' BLOCK'R-5 INSUL OVERHANG = 2.0 CEILING 16G LIGHT, R-30 INSULATION FLOOR 22A NO EDGE INSULATION WINTER INFILTRATION 12 CFM SUMMER INFILTRATION 7'CFM SENSIBLE GAIN LATENT GAIN AREA SO FT BTUH LOSS . BTUH GAIN 126 318 113 161 649 262 4 129 231 24 776 1,317 252 233 258 66 1,497 0 451 138 239 L. 1,540 825 600 460 L 1,119 749 252 6,711 4,494 2,127 L 163 655 264 4 - 129 231 18 582 1,005 122 490 198 126 508 205 234 216 239 63 1,429 0 354 108 188 L 03/15/.,0 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 6 THE SWALDO RESIDENCE AREA BTUH BTUH SQ FT LOSS GAIN MECHANICAL VENTILATION 50.0 CFM 1,540 825 PEOPLE 2 - SENSIBLE GAIN 600 LATENT GAIN 460 L DUCT LOSS MULT=.20 GAIN MULT=.20 1,181 735 TOTAL FOR ROOM 8 2,106 CU FT 234 SENSIBLE 7,085 4,412 LATENT 2,076 L ROOM - • 9 BREAKFAST IN ZONE 1 12 X 11 WALL 14B 8 INCH BLOCK R75 INSUL 76 304 123 OVERHANG = 2.0 - WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-S 40 - 1,294 720 TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.0 CEILING 16G LIGHT. R-30 INSULATION 132 122 135 FLOOR 22A NO EDGE INSULATION 46 1,043 0 WINTER INFILTRATION 21 CFM 644 SUMMER INFILTRATION 12 CFM SENSIBLE GAIN 197 LATENT GAIN 341 L PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN 920 L DUCT- LOSS MULT=.20 GAIN MULT=.20. 681 475 TOTAL FOR ROOM 9 1,452 CU FT 132 SENSIBLE 4,089 2,850 LATENT 1,261 L ROOM - 10 GREAT RM IN ZONE 1 20 X 18 WALL 14B 8 INCH BLOCK R-5 INSUL' 138 556 225 OVERHANG '= 2.0 DOOR 8C. SLDNG DR, 1 PN CLR GLASS METAL F FACING-S 128 4,140 1,792 TINT -PLAIN SHADING -DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL '= 1.0 DOOR 8C SLDNG DR, 1 PN CLR GLASS METAL F FACING-S 64 2,070 896 TINT -PLAIN - SHADING -DRAPES OR BLINDS --'- SHADING COEFFICIENT = 1-REVEAL = 1.0 CEILING 16G LIGHT R-30 INSULATION - 360 333 368 FLOOR 22A NO EDGE INSULATION 76 1,724` 0 WINTER INFILTRATION 100 CFM 3,092 - SUMMER INFILTRATION 57 CFM SENSIBLE GAIN 947 LATENT GAIN 1,638 L e 03/15/:0 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 7 THE SWALOO RESIDENCE PEOPLE 4 SENSIBLE GAIN LATENT GAIN DUCT LOSS MULT=.20 GAIN MULT=.20 TOTAL FOR ROOM10 4,320 CU FT SENSIBLE LATENT STRUCTURE TOTALS 22,786 CU FT SENSIBLE LATENT AREA BTUH BTUH. SO FT LOSS GAIN 1200 920 L 360 2,198 2,383 1,085, 14,297, 6,513 2,558 L 67,762 41,125 19,585 L ------------------------------------------------------------ MINIMUM Cooling Capacity needed is 60,710 btu at 90 degrees outside and 75 degree's inside Maximum desired Sensible Cooling Capacity,is 47,294 btu (115% of Sensible Load) ------------------------------------------------------------ * Version 92.10********** * 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. 3 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 80.6 The higher the score, the more eflicientthe home. MR. & MRS. SWALDO, Lot: 62, Sub: PGA VILLAGE, Plat:, PORT ST. LUCIE, FL, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 2547 R2 c. N/A _ 7. Glass area & type _ a. Clear -single pane 498.0 ft2 _ 13. Heating systems b. Clear -double pane 0.0 R2 _ a Electric Heat Pump Cap: 68.0 kBtu/br c. Tint/other SC/SHGC - single pane 0.0 f12 _ HSPF: 7.00 d. Tintlother SC/SHGC - double pane 0.0 R2 b. N/A _ _ 8. Floor types a Slab -On -Grade Edge Insulation R--O.0,258.0(p)ft _ c. NIA _ b. N/A C. N/A 14. Hot water systems 9. Wall types _ a Electric Resistance Cap: 66.0 gallons a Frame, Wood, Exterior R=5.0, 2155.0 ft2 _ EF: 0.97 b. Frame, Wood Adjacent R=11.0, 327.0 ft2 _ b. N/A c. N/A d. N/A _ c. Conservation credits _ e N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a Under Attic R=30.0, 2547.0 ft2 _ 15. HVAC credits _ b. N/A _ (CF-Ceilingfan, CV -Cross ventilation, c. NIA HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.5, 250.0 R _ RB-Attip radiant barrier, b. NIA MZC-Multizone cooling, MZH-Multizone 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 inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: *NOTE: The home's estimated energyperformance score is only available through theFL4MS computerprogram. This is not a Building Energy Rating. If your score is 80 or greater (or 86for a US EPA/DOE EnergySta"r designation), your home may qualify for energy efficiency mortgage (HEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www)sec.ucfedu for information and a list ofcertifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. EnergyGauge® (Version: FLRCNA-200) FOi�M 600A,97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: THE SWALDO RESIDENCE Builder: KO_LTER HOMES Address: Lot: 62, Sub: PGA VILLAGE, Plat: Permitting Office: City, State: PORT ST. LUCIE, FL Permit Number: Owner: MR. & MRS. SWALDO Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area (ft) 2547 ft' c. N/A _ 7. Glass area & type a Clear - single pane 498.0 ft' _ 13. Heating systems b. Clear - double pane 0.01t= _ a Electric Heat Pump Cap: 68.0 kBtu/hr a Tint/other SC/SHGC - single pane 0.0 ft' _ HSPF: 7.00 _ d. Tint/other SC/SHGC - double pane 0.0 ft' b. N/A _ 8. Floor types _ _ a Slab-On-Gmde Edge Insulation R=0.0, 258.0(p)ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a Electric Resistance Cap: 66.0 gallons _ a. Frame, Wood, Exterior R=5.0, 2155.011' _ EF: 0.97 _ b. Frame, Wood Adjacent R=11.0, 327.0 ft' _ b. N/A c. N/A _ d. N/A _ a Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceilingtypes _ DHP-Dedicated heat pump) a Under Attic R=30.0, 2547.0 W _ 15. HVAC credits _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - _ PT-Programable Thermostat, , a Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.5, 250.0 ft _ RB-Attic radiant bander, b. N/A W-C-MultizoneCooling, MZH-Multizone heating) Glass/Floor Area: 0.20 Total as -built points: 33492.00 PASS Total base points: 34832.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with. the Florida Energy Code. PREPARED BY: JOSE DATE: �000 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and 4Zt1BST specifications covered by this „oo calculation indicates compliance with the Florida Energy Code. Before construction is completed.~ this building will be inspected for compliance with Section 553.908 *'A coD Florida Statutes. we BUILDING OFFICIAL: DATE: ::, _:rc - � . �.: _ - ; :,. c• a U 03 m mZ W. nm dD rr wR m m 0 .a0 pO M. r lmn O a e D m x vl .°. ZT0 { v m N ° m N o m INN D D D D O N W PO N (per N N ,ppp W Q o O N V .[per V V O V fll N to V (I1 %%%VVVy///��,��� O •.�i C G C O O C O p x m x x x x 1,1 co co w N a o o •D o m m a) is V O II II II II II O O O 0' ., N N O' O N N 0' G O O N N O tpm m l}Yl A A O A Ya CG CO N V N O V G N iG A A m m .O N N N N ill D T T --I D p) Co (/) b) V) b) m b) CO En 0) N —{ 2 `G 0 a `G N > > > > l > > > > _N _N > > > > > `G d7 Y do N d do N do 3 3 Z m m m Ia m m m m m m m m m Ia a mi C CD c N C faG O G m m to C N N m N N N n N R p m m m m (D w w O O o o o O o o O o o o o 0 Cn g n m m m O wrnm�".t�mmzzzzzz + N N 0 0 0 0 f)l tJN 0 0 tll 0 NLn O O O N N _ 1 o m m A O tr m m m m N O A N O) O C O C 0 0 C O C O N O O O O O O O O O !r O O !r N r x N a Nt,I�� D >Nyy m (D eNt�l� A t A W ��aa AA AA pp of N N (T N N N N N N p ,O N V V fil 9) V V O N V N p7 m) pl W m? P Ll IJ m fp l0 m m m x x x x x (f) O N O W O O O O O O O O O O O o 0 0 O �4 A O V ? m UN A o m A m A i+ m m in W 41 W m m+ m 0 N V m N m m W Q II II 11 II 'Ti II M N m N O N + N O O V V V N A O N + + O O m m O N m m N+ m m W N OO} N N ? yO� �Of m A V O W m m W tm )1 N N Vl I%j N M m m m W O 0 m 0 O m m V m 0 V1 m CD cn Q CD :F �S O BCD W Q co CD O 3 0T CD KT CD �F O Q D 1 CD W CA C m X D n a i - i I � � - t .. ., � - � � ,r. _ ' a ... V r S i � � _ - ..: 1 _ . .. � .. �, � � .i � _. f .m. f } _ Cp � - � � _ � ; f ` � .. FORM 600As97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 62, Sub: PGA VILLAGE, Plat', PORT ST. LUCIE, FL, PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2647.0 14.31 36447.6 2547.0 14.31 36447.6 Summer Base Points: 53412.8 Summer As -Built Points: 48439.0 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier = Cooling Points 53412.8 0.3677 19106.8 40439.0 48439.0 1.000 1.00 1.045 1.046 0.341 0.341 1.000 1.000 17265.1 17265.1 EnergyGaugeTM DCA Form 600A•97 EnergyGauge®/FlaRES'97 FLRCNA-200 ... .. � a. _ ..r. . ? � y y r i E J r I i 1 ,. � � .. 1 J f � � � .._ .,. r �' - .. i ... � N i e i � > ... f , � -� ' .. i .. .'. � ! �. . _ G ' i `u.. � j ` � f � -.. _: � '. t . - �I �� � � - .. � .• j . FORM 600A:97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 62, Sub: PGA VILLAGE, Plat:, PORT ST. LUCIE, FL, PERMIT#: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC ' Ornt Len Hgt Area X WPM X WOF = Points .18 2547.0 4.79 2195.8 Single, Clear N 3.5 1.5 16.0 12.32 0.98 194.1 Single, Clear N 5.0 3.0 2.5 12.32 0.99 30.4 Single, Clear N 2.0 2.0 24.0 12.32 0.99 292.6 Single, Clear N 10.0 4.0 40.0 12.32 0.98 465.1 Single, Clear N 10.0 1.5 12.5 12.32 0.98 151.5 Single, Clear N 2.0 1.5 36.0 12.32 0.99 438.1 Single, Clear E 2.0 2.0 48.0 9.96 1.16 556.2 Single, Clear E 2.0 2.0 8.0 9.96 1.16 92.7 Single, Clear W 2.0 1.5 9.0 10.74 1.10 106.2 Single, Clear W 2.0 1.5 16.0 10.74 1.10 188.7 Single, Clear S 16.0 1.0 40.0 7.73 2.29 708.4 Single, Clear S 9.0 1.0 54.0 7.73 2.29 956.3 Single, Clear S 2.0 1.0 64.0 7.73 2.22 1097.6 Single, Clear S 9.0 1.0 128.0 7.73 2.29 2266.7 As -Built Total: 498.0 7564.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 327.0 1.8 588.6 Frame, Wood, Exterior 5.0 2155.0 3.73 8035.1 Exterior 2155.0 2.00 4310.0 Frame, Wood, Adjacent 11.0 327.0 1.80 588.6 Base Total: 2482.0 4898.6 As -Built Total: 2482.0 8023.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.0 4.00 68.0 Adjacent Wood W.0 5.90 100.3 Exterior 0.0 0.00 0.0 Base Total: 17.0 68.0 As -Built Total: 17.0 100.3 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 2547.0 0.60 1528.2 Under Attic 30.0 2547.0 0.60 1528.2 Base Total: 2647.0 1528.2 As -Built Total: 2647.0 1528.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 258.0(p) -1.9 -490.2 Slab -On -Grade Edge Insulation 0.0 258.0(p) 2.50 645.0 Raised 0.0 O.00 0.0 Base Total: -490.2 As -Built Total: 645.0 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 _. �, • � - �: j ., � - r .. s '� ,� f. s .. i .. ` 1 .� i �. I ` s �_ t ,_. - 5 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 62, Sub: PGA VILLAGE, Plat:, PORT ST. LUCIE, FL, PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2547.0 -0.28 -713.2 2547.0 - -0.28 -713.2 Winter Base Points: 7487.3 Winter As -Built Points: 17748.6 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier = Heating Points 7487.3 1.0730 8033.8 17748.6 17748.6 1.000 1.00 1.069 1.069 . 0.488 0.488 1.000 1.000 9240.6 9248.6 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A;97 WATER HEATING & CODE COMPLIANCE STATUS . IResidential Whole Building Performance Method A - Details I ADDRESS: Lot: 62, Sub: PGA VILLAGE, Plat:, PORT ST. LUCIE, FL, PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 66.0 0.97 3 1.00 2326.10 1.00 6978.3 As -Built Total: 6978.3 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 19105.8 8033.8 7692.0 34831.6 17265.1 9248.6 6978.3 33492.1 PASS EnergyGauge" DCA Form 60OA-97 EnergyGaugeWFIaRES'97 FLRCNA-200 FORM 600A,97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 62, Sub: PGA VILLAGE, Plat:, PORT ST. LUCIE, FL, PERMIT #: BA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area:.5 cfrn/s .ft. door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sale or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >118' sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the Derimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2' clearance & 3' from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. ' R1k.'79 nTHFR PRFSiCRIPTIVP MFASCI IRFS4 fmuct ha mat mr pxrppdpA by all rpcirlpnrpc 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 as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. 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. WAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Farm 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 I MAY 9 2000 , LEGEND: 0 = DELTA ANGLE L = ARC LENGTH CATV = CABLE TV C.B. = CATCH BASIN C.B.S. - CONCRETE BLOCK & STUCCO CL = CENTERLINE CONC. - CONCRETE Coll - COVERED D.E. - DRAINAGE EASEMENT ELEV. = ELEVATION E.O.P. = EDGE OF PAVEMENT E.O.W. - EDGE OF WATER F.F. - FINISHED FLOOR FND. - FOUND F.P.E. - FLOOD PLAIN EASEMENT F.P.L. - FLORIDA POWER & LIGHT L.M.E. - LAKE MAINTENANCE EASEMENT L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT M.H. - MANHOLE MON. = MONUMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM N.R. = NOT RADIAL O.E. = OVERHANG EASEMENT O.M.E. = OVERHANG MAINTENANCE EASEMENT O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET O.S. = OPEN SPACE TRACT P.B. = PLAT BOOK P.C. = POINT OF CURVATURE P.C.P. = PERMANENT CONTROL POINT P.D.E. = PRIVATE DRAINAGE EASEMENT P.G.E. = PRIVATE GAS EASEMENT P.K. = PARKER KALON NAIL P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. > POWER POLE P.R.M. = PERMANENT REFERENCE MONUMENT PROP. -PROPOSED P.T. = POINT OF TANGENCY P.U.E. = PRIVATE UTILITY EASEMENT R - RADIUS RAD. = RADIAL Yud➢IC; Woq{[S R/W = RIGHLO. F��FfF� LUC 'COU��(�".,� : e =SET 5/8` IRON ROD SAN. - SANITARY - WITH CAP WITNESS S.B.T. _ = SOUTHERN BELL TELEPHONE — CORNER LB 46674 S.F. = SQUARE FEET • 1.0' OFFSET T.O,B. - TOP OF BANK 0 - ELECTRIC SERVICE TYP. = TYPICAL 0 - CATV U.E. = UTILITY EASEMENT * = LIGHT POST U.L.P. - UPLAND PRESERVATION 0 = SET 5/8" IRON ROD WITH CAP NO. LB 6674 = FOUND 51 IRON ROD WITH CAP No. LB 6674 - FOUND PERMANENT CONTROL POINT (PK&DISK PCP 3864) A = SET P-K NAIL WITH DISK NO. LB 6674 = FOUND P-K NAIL No. LB 6674 C) = WATER SERVICES x m WATER VALVE = SANITARY SERVICE ❑ = FOUND PERMANENT REFERENCE MONUMENT 6674 00` = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET = DRAINAGE FLOW INDICATOR LOT 61 oN V PLVE- IRRIGPtI UNPLATTED Sej PEDEs go 0 - / o�o �aly A 6y ('J PROPZ AP dv8 �03 py o 0 32• n PROP. DRIVE \J O LOT 63 R=1025.00' A=1 a26'33"—, ' L=25.80 j \ 01 \ s tiOT 9q\VE "0SOfq(3@e ! q, 1jo,\ lb `M 28,46 LOT 62 o. L5A0, D gym. N 6o \ Co .0 0. oo�i v���PoP1�+ � GUS��W ktH/ P.T. 2 JPkk-E� SURVEYOR'S REPORT: / 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE, 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON. NOBLE & WEBB, INC. IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 62 WHICH BEARS N 73"51'53" E AND ALL BEARINGS ARE RELATIVE TO PLAT. 8. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.VA. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275F , DATED AUGUST 19, 1991 11. IMPROVEMENTS IF ANY ARE AS SHOWN. 12 DATE OF FIELD SURVEY: MARCH 31, 2000 CERTIFICATION: IMIPROVEMENTS, IF A , ARE AS ATED. NOT VALID WI THE SIG URE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURV AND M -ni2. SCALE: I" = 30, R=25.00' 80a48'02" L=35.26' DESCRIPTION: BEING ALL OF LOT 62, ACCORDING TO THE PLAT OF POD "26" AT THE RESERVE -PHASE II, CYPRESS POINT, AS RECORDED IN PLAT BOOK 38, PAGES 2, 2A THROUGH 2C, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 0l0BLS62dw0 5-9-00 I1-3716 an EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 `^ W as Lawson, Noble & Webb, Inc. ENGINEERS • PLANNERS SURVEYORS 590 NW Peacock Boulevard, Sulte 9, Port St. Lucie, Florida 34986 (561) 878-1700 • laa: (561) 878-1602 • email: Inw-losloNw-bosom West Palm Beach • Part St. Lucie Plantation REVISION I FB/PG DATE. BY CK'D I DATE:3-31-00 u"u, rnur tsslUNAL SURVEYOR AND MAPPER REGISTRATION NO. 4981 BY: SLS CK'D: GRB F.B.:POD B5 PG:3 JOB NO.:95-1080 A' = DELTA'gqNGLE L = A5?LENGTH CATV ='¢'ABLE TV C.B. _� CATCH BASIN C.B.S. ' = CONCRETE "BLOCK & STUCCO (L = CENTERLINE CONIC. = CONCRETE COV. = COVERED D.E. = DRAINAGE EASEMENT ELEV. = ELEVATION E.O.P. = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER F.F. = FINISHED FLOOR FIND. = FOUND F.P.E. = FLOOD PLAIN EASEMENT F.P.L. = FLORIDA POWER & LIGHT L.M.E. - LAKE MAINTENANCE EASEMENT L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT M.H. = MANHOLE MON. = MONUMENT N.G.V.D. = NATID"'"' ^c^^cTrr vcoTrr n, nnn MIN. SETBACK FRONT At ) SIDES .5 CNR SIDES lb REAR O ZNG. _ TECH. UNPLATTED a LOT 63 F.F.ELEV=30.40 R=1025.00' A=1a26'33 L=25.80 j N.R. = NOT RADIAL O.E. = OVERHANG EASEMENT O.M.E. = OVERHANG MAINTENANCE EASEMENT O.R.B. - OFFICIAL RECORD BOOK O/S - OFFSET O.S. = OPEN SPACE TRACT P.B. = PLAT BOOK P.C. = POINT OF CURVATURE P.C.P. = PERMANENT CONTROL POINT P.D.E. = PRIVATE DRAINAGE EASEMENT P.G.E. = PRIVATE GAS EASEMENT P.K. = PARKER KALON NAIL P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE P.R.M. - PERMANENT REFERENCE MONUMENT PROP. = PROPOSED P.T. = POINT OF TANGENCY P.U.E. = PRIVATE UTILITY EASEMENT R = RADIUS RAD. = RADIAL LOT 61 F.F.ELEV=29.75 N-T3a51� 0 \ 'Ol 1 SOT 'P\46`3 TO'90f4� �F s 1 O o, / SURVEYOR'S REPORT: / I. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON. NOBLE & WEBB, INC. IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 62 WHICH BEARS N 73"51'53" E AND ALL BEARINGS ARE RELATIVE TO PLAT. B. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. T ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275F , DATED AUGUST 19. 1991 11. IMPROVEMENTS IF ANY ARE AS SHOWN. 12 DATE OF FIELD SURVEY: MARCH 31. 2000 O o Z M Q04i w 4 LOT 62 VACANT 3, R/W = RIGHT-OF-WAY 0 = SET 5/8" IRON ROD SAN. = SANITARY WITH CAP WITNESS S.B.T. = SOUTHERN BELL TELEPHONE CORNER LB 06674 S.F. = SQUARE FEET a 1.0' OFFSET T.O.B. = TOP OF BANK 0 - ELECTRIC SERVICE TYP. = TYPICAL A = CATV U.E. = UTILITY EASEMENT '* = LIGHT POST U.L.P. = UPLAND PRESERVATION 0 - SET 5/8" IRON ROD WITH CAP NO. LB 6674 ® = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 ■ - FOUND PERMANENT CONTROL POINT (PK&DISK PCP 3664) 0 = SET P-K NAIL WITH DISK NO. LB 6674 ♦ = FOUND P-K NAIL No. LB 6674 O = WATER SERVICES D4 = WATER VALVE = SANITARY SERVICE ❑ = FOUND PERMANENT REFERENCE MONUMENT 6674 00 = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET "% = DRAINAGE FLOW INDICATOR Yi.2 I \\ \ \ \\ \ \\\ EOEgI M� mG PROP• \ O DRivE _ PROP. DRIVE SCALE: 1" = 30' I\ \ R=25.00' M� 0=80a48'02" L=35.26' 8.20- /8 /v+ i "3955, b G - "a t rr�i� gd P P.T. CERTIFICATION: IMPROVEMENTS, IF ANY, ARE LOCATED. NOT VALID WITHOUT TH GNATURE HE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR APPER. ZONAL SURVEYOR NO. 4981 DESCRIPTION: BEING ALL OF LOT 62, ACCORDING TO THE PLAT OF POD "26" AT THE RESERVE - PHASE II, CYPRESS POINT, AS RECORDED IN PLAT BOOK 38, PAGES 2, 2A THROUGH 2C, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 0108LS62.dwg 4-10-00 L3SI6 P^ EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 `^ W • • • • • • • • • • • ••••w Lawson, Noble & Webb, Inc. ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986 (561) 878-1700 • fax: (561) 878-1802 • email: Inw-pslolnw-inc.com West Palm Beech • Port St. Lucie • Plantation REVISION FB/PG I DATE BY CK'D DATE:3-31-00 BY: SLS CK'D: GRB F.B.:POD B5 PG:3 JOB NO.:95-10803