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HomeMy WebLinkAboutSUBMITTED PAPPERS 12160 Reserve Park Trace Port St. Lucie, FL 34986 Date: _� /'23 166 900a0736 Reserve Homes Ltd., L. P. hereby assigns $ (4 4 I GO from the Road mpact Fee Credit Agreement 93-02, to: for the pur oses of constructing: (Check One) SCANNED BY Single -Family Dwelling St. Lucie County Multiple -Family Dwelling (#of Units: ) Commercial/Industrial (square feet ) Other ( ) This credit shall be for thefollowingspecific property: Subdivision: G-If 7o:NT Lot: Z- Block: (attach separate legal description if necessary) Property Tax ID#: Assigned by: TO BE COMPLETED BY Received Date: F11/�' � o3MW,%Wi ,�%76,0 r • / ve •uLUCIE COUNTY - Credit Assign Numb: CAL-93-02- 0 9 Last Assign.Number: CAL-93-02- Credit amount available: Credit used this assignment: Remaining credit amount: Building Permit Number: 20o;.-673)6 Reviewer: 96 Date entered into Master Log: Q1S/DD Approved: Date: LTD 3( a4(oca %l07/11/2Bbb 11:11 bbl-4894UN UUNSIKUUIlUN IKH1LLK rAUL V1 REQUEST FOR 30 DAY TEMPORARY POWER RELEASE DATV/ St. Lucie i ! PERMIT NumaER: G�Zo7 3% PROPERTY ADDRUtl:'':: of 70 C, ypfeSS 7912 Pup'y bti A Ln1 County Comm. Devel. Dept. Code Compliance Dlvlelon 2300 Virginia Avenue Fort Pierce, FL 34982-5652 Ph. (581) 492- 2165 Fax (561) 462-1735 PoiNf ��(� Ur u�►c-e� THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power releeoe is requested for the above stated purpose only, and there will be no occupancy of any type, other then that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and condillone of this agreement, Including Building Division Policy, which Is Incorporated heroin by reference. 3. All conditions and requirements listed In the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premises Is ready for compliance Inspection. We hereby release and agree to hold harmless, St. Lucie County, and their employees from all liabilities and claims of any type or nature which may arise now or In the future out of this transaction, Including any damages which may be Incurred due to the disconnection of electrical power In the event of violation of this agreement. St. Lucle C �s ounty Public Works 06/28/2000 07:46 5614645251 GALE INSULATION PAGE 02 } . gale . II118ulat1017 Mirrors •Shelving and specialties Shower Enclosures +r�aau'a ue�nerrwcQ+" a MASCO Company CERTIFICATION OF INSULATION R- L INSULATION INSTALLED IN GARAGE COMMON WALL R. -Y.2- INSULATION INSTALLED ON EXTERIOR WALLS - 10 R- 30 INSULATION INSTALLED IN CEILING AREAS JUN 8 Pus cwowcs LEGAL: Lot % Block Sub -DIY PERMIT �-1 ADDRESS: %46Z SAD /%ILLS ,CN BUILDER: DATE OF COMPLETION: ATII WED BY STATE OF FLORIDA, COUNTY OF ST. LUCIE,TTHE FOREGO! G INSTRUMENT WAS ACKNOWLEOG BEFORE ME THIS Q2 DAY OF � I Zo 2000, BY KP4Rb2=1 Orn.l , WHO 19 PERSONALLY KNOWN TO ME. r 1IWICF STINNETT re a My Comm Ems. 912CV2aa3 NOTAR UBLIC: STATE OF FLORIDA w,auc y / No. m e7u9a q),(.,..aryw�m f)aew1.D. 3490 Oleander Avenue - Ft. Pierce, Florida 34982 Ft. Pierce (561) 465-9191 - Vero Beach (561) 589-1514 • Stuart (561) 283-3151 - FAX (561) 489-6758 FRASER' ENGINEERING AND TESTING, INC. 3504 24DUSERIA1.33rt1 STREET FORT PIERCE FLORIDA 34946 11(561)5676167 FORT PIERCE(561) 461-7508 SIUART(561)383.7711 Fr. PIERCE I- t Report Of DENSTFY OF SOIL IN PLACE ASTM D2922 CLIENT: B & D Grading, Inc. CONTRACTOR: Client SITE: Lot 70, Cypress Pt. Foundation Fill DAT PERMIT DENSITY TEST NO: DATE TESTED LOCATION ELEVATION MOISTURE -DENSITY RELATIONSHM IN PLACE DRY DENSITY PERCENT COMPACTION TEST NO. MAX. DRYWT. 3101 3/23/00 N.W. Comer 0 - 1' 9801 106.5 104.6 98.2 Center 0 - 1' 104.0 97.7 S.E. Comer 0 - 1' 104.9 98.5 ALL ELEVATIONS BELOW SLAB GRADE. Copies: Client -I Respectfully submitted, SLC Bldg. Dept. - 1 FRASER ENGINEERING AND TESTING, INC. i Alexander H: f&67PTFla. -eg. o. 6178 FOUNDATION UNESTIWTIONS CONCRETE. SOIL, AND ASPHALT TESTING Department of Community Affairs SN; ;55Q FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A CENI-RAL PROJECT NAME: KOLTER MODEL 5240-BL:BUILDER: MJ FERRITER CUNST CORP AND ADDRESS: :PERMITTING :CLIMATE PORT ST LUICE FL 349:OFFICE: :ZONE: 4:_-; S:_: OWNER:1 :PERMIT NO. :JURISDICTION NO. 1. New construction or addition 2. Single family detached or Multifamily attached 3. It Multifamily -No. of units 4. 11' Multifamily, is this a worst case (yes/no) S. Condi-tioned floor area (sq.ft. ) 6. Predominant eave overhang (ft.) /. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Mint, film of solar screen 9. Flom t.yPe arld insulation: 1, New Construction _ 2. Single -Family . ....... 4 5: 2060.00 6 ; i 2.00 -._.... -. 7. i' 7.00 Single Pane DOUhle Pane 8a; O.Osgtt U.UOsgft _ 8bj318.2sgrt O.OUsgft. A. slab on grade (R-value Per irneter) 9a k= 0.00 1 227.00 tt lU.Net Wall type area and insulation: - " a. Exterior: 1. Concrete (Insulation R-value) a. Adjacent: 2. Wood frame (Insulation R-value) ll.ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system I f I 14.Heating System: 15.Hot water system: �I L6.Hot Water Credits: (HR--Heat Recover'y, DHP-Dedicated Heat Pump) L7.Inti.ltration practice: 1, 2 or 3 18.FIVAC: Credits (CF-Ceiling Fan, CV-C oss vent, HF-Whole house tan, RB-Attic radiant harrier, MZ-Multizone) i.EPI (must. not exceed 100 points) T l0al-1 R= 4.20, 2070.OUsgtt 10a-2 R=11.00, 200.00sgft_ i lla..R=30.00 , 2060.00sgft 12a. R= 6.50 , uncorid 13. Type: Central A/C _ SEER: 10.00 14..Type: Heat Pump HSPF : 6. t,0 1S.. Type: Electric EF: 0.90------- 16. ---- 17. 2 18. 19. r13 . C,8 a. otaL b. As Built points I! 19.9 32i7h.22 Total ----------------------------------- Base points It j' 19b- 39409.87 -- .--_-.-___-_-_.___ --- ___ ________________ _ ------------------------------------------- _. Hereby certify that the Plans and Review of the Plans and specifics ions ;Pc-cltications covered by this calculi{ covered by this calculation indicates .ation are in 'lorida Energy compliance with the „ : Cod compliance with the Florida Energy Code. Before' construction is c.ompleteo 'REPARED BY: i, : this building will be inspected for )ATE: : compliance in 553.906 accordance with f.ection F.S. hereby certify that this building is c comPliance with the Florida Energy's; ode. I IWNER/AGENT: : ,,,.1„ -".- -- :1:.r.c:K:K�::K:K:K:1::Y.:K:K:k:K�:.K:k:KX;K:k*:k:K:k:k:K:Y•:K:k:1::KW:k':!:**:K**:K*:K**:1:':k :K :K :K :Y•*:K :I: :r ;Y•:K 'r. k'X 'c .K .r r:, :r .r r f SUMMER CALCULATIONS r r:k :k.r.r..k*:K:k:K*:K;K:K:K:K:K:K;K*:K:K:K%k:K*:K:K:K:K*:KK*:K*:K:K:k:K:K;K**:I:;K*:K*k:K*:K;K;K:K:K**:K ;k'X. •K :K:I.:k :K:K ;K :K :1::Y..r BASE ___ k4.4 .,-BUILT GLASS---------------- ' -----... OR1EN AREA x BSPM = POINTS -------------------------------------- ; TYPE SC ORIEN AREA x SPH x SUF = POINT_. 11 40.00 82.2 3288.0 SGL TINT N 40.0 51..` ``-'4 t 33.20 82.2 2729.0 c i SGL TINT E 33.2 107.1 110� 20. r. 157.00 82.212905.4 .31 ; SGL TINT S 32.0 98. IlO,.:+ W 88.00 82.2 7233.6 SGL TINT S125.0 98.3 27 ; SGL TINT W' 13q2,; - --- -- ------------------------------- 88.0 107.1 ._1 ;, �93;., -------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ'. x GLASS =' ADJ GLASS GLASS ---------AREA _ AREA -------------------------- FACTOR POINTS POINTS POINT`. .15 2,060.00 318.20 ---------------------------------------- .971 26,156.04 2S,399.80 �•> :, NUN GLASS------------ ----------------- -----------__=_=___------ AREA x BSPM = POINTS ---------------------------------------------- ; TYPE'' R-VA LUE AREA X SF'M E:xt. 2070.0 l U 2070.0 ; ExY_ N(Dr'mW_81ock In a; 2U'7U.Adj 200.0 Adj Wo'd Frame 11 300.,) zo '41)i140.0 . .0 14•.) DOORS ---------------- I-. x L b8 .8 4.8 330.2 ; Ex t Wobd 68.6 AdJ 18.0 l.t� 28.8 , .:"0 i Adj Wood 4" 18.0 2."10 CEILINGS ------------- UA 2060.0 .6 1236.0 i Under Attic 30.0 206U.0 60 3: ,:. FLOORS --------------- 'alb 227.0 -31.8-7218.6 ; Slab-o,n-Grade 0 227•, -31 .c)() INFILTRATION--------- 206010 10.9 22454.0 ; Practice #2 2060.0 10.90 22454.0 TiITAL. SUMMER POINTS _ -_- i ' 44,440.24 268 18.0p 10TAL x SYSTEM = COOLING SUM PTS MUL'I ; TOTAL '' x CAP x DUCT x SYSTEM x CREDITCREDIT= i:U0L1NiS POINTS -- -- ------------------------------------- ; COMPON' RATIO MULT MULL MULL I-'O.NT� 37 16,4112.89 -_- 28 816.04 1.00 1.093 .340 *:k * * :K * * *-:K*:I::k:K.K:K-K:K:K:K:K:K:K:K:K:K:K * * *:K * * * * * * *:K * * * * * * W *:k WINTER CALCULATIONS :I.:K:K:K*:K****M:k***********:K***:K*****:K*:k********X•******:k***:K**:K :k :K :k**:k :k *'A::K***:k .K '# kx. 1 BASE __= i =_= AS -'BUILT .R ---------------------- OR1EN AREA x IWPM = POINTS ' ; ----------------------------- �' TYPE SC OR1EN AREA x WPM x WOF = P0Ir4'f z. N 40,00 -3.4-136.0 i SGL TINT N 40.0 9.t. 1.30 500.° E 33.20 -3.4 -112.9 i SGL TINT E 33.2 -2.0 -4.32 287.0 S 157.00 -3.4 -533.8 ; SGL TINT S32.0 -10.2 -1.09 _55. W' 88'.00 -3.4 -299.2 i SGL TINT S 125.0 -10.2 -1.01 SGL TINT 1287.0 ---------------------------------1 W' 88.0 -2.0 -4.32 .15 x COND. FLOOR / TOTAL GLASS --------------- ----------c--------------- = ADJ,. x GLASS = ADJ GLASS - GLASS AREA AREA --------------------------II FACTOR POINTS POINTS OINTS .15 2,060.00 318.20 -11081.88-1,050.60 3,1)0.91 NON GLASS------------ ' ---.01- 1 AREA x BWPM = POINTS i -------------------------------------------------- TYPE R-VALUE AREA x WPM F'OlrlT. WALLS---------------- ----- - ------------------- Ext 2070.0 1.1 2277.0 Ext NOrmWtBlock In 4.2 2070.0 3.26 IS748.2 Adj 200.0 1.8 360.0 i Adj Wood Frame 11-0 200.0 1 .Go iE•u. ; DOORS ---------------- f � Ext 68.8 5.1 350.9 i Ext Wood 68.8 7.60 522.9 Adj 18.0 4.0 72.0 i Adj Wood IB.0 , 5.90 1Ob.:! :,EILINGS------------- !' JA 2060.0 .6 1236.0 i Under Attic 30.0 2060.0 12.3 C, i .a0 ; Alt, 227.0 -1.9 -431.3 ; Slab -on -Grade 227.0 2.50 .0 SS7 5 INFILIRATION--------- l' 2060.0 4.1 8446.0 ; Practice #2 2060.0 4.10 8446.0 1'01'AL WINTER POINTS ----------- --11,259.98 ---------------------------- rOIAL x SYSTEM = HEATING i 'TOTAL ! x CAP x DUCT x SYSTEM x CREDIT = HEATING JIN PTS MULT POINTS ; -----------------=--------------------'-- COMPONi' RATIO MULT MULT MULT POINT; 11,'2S9.98 1.10 12,385.98 i 21,177.69 1.00 1.093 .515 1.Ooo 11,919.1., C a 89'EB = Id3 ---`� -�� -Cl �•hl_0T-£�6T6TT_--p 80ZOT ; Z9'60V'6C. 0 TSSOT 0 96E:Zi---6 7hh9T ---------------- _------------- l•'�I?d = ,.1NInd + S1NIOd + S1NIOd ; S1NIOd = S.I.NIOd + S NIOd-+--q---- 1d1.41 J31dM [OH 9NTJ.V3H JNI 1007 1H101 L13.1dM lOH 1 1NIOr• ------------ --____ 9NI1d3H 9N[-100: ----------- y.�..rv:i.Y:r�l;Y:Y:YY:Y:�:kY::Y.:Y•Y:Y:Y:W.:I:Y:X::k�:Y:Y:Y:Y:W.Y:W.'X•Y::kY:Y:K:*A:**Y:**Y:Y:M:Y:*Y:Y:W*Y:*W.W.Y:W.Y. Y:.Y�.'Y�Y:�*:k 79: Y: Y. Y:txY.t aYv:WpY;:1::1:W.Y:N:W.Y:B;Y:Y:W.#WY:9::/:`Y.W.Y:'i:Y: Y: :1: Y:'I::k i•'Y. 'I: k. Y: Y�Y�W.f OT 00'1 6,00C p00'T 06'--------- O'ZZSF 0S i -- ----- ------ F; ------------------- ----------------- ------r-------------- 1 n41 OI1.�1�J i "di0i = lICTHO 1-11-1w x HNdl 33 3Wn10/1 :INH.L i 1fJJ.01 S41NO3a ---------------- ------------- l�nw > XY:aV..Y'Y:Y:WY:Y:**Y::k*Y:Y:Y:Y;Y:Y'.Y:Y: For detailed information Of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form 60GB=9is ENERGY GUIDE EPI= 83.7 0 10 20 30 40 50 60 70 80 90 l00 ----------------------- fhe maximum allowable EPI is 100. The lower the EPI the more efticient the homr RESIDENTIAL ENERGY PERFORMANCE RATING SHEET' ITEM HOME VALUE Low Efficiency Hiyr, Etricieni WINDOWS,, SINGL CLR UBL TINT " .............•... Single Tint IN�,IJLATION.................. Ceiling R-Value......... 30.0 Wall R-Value......... 4.8 Floor R-Value......... 0.0 AIR CONDITIONER............ SEER/EER................... 10.0 HEATING SYSTEM Electric COP/HSPF........ 6.6 Gas AFUE............ 0.00 4A'fER HEATER...... Electric EF.............. 0.90 GaS EF.............. 0.00 11HF.R FEATURES .............. R-10 R-0 ---- - --- k-7 --------------- X------- R-0 R- 1 9 10.0 SEER 17.0 X--------------------- 9.7 _ EER 16.0 6.8 HSPF 12.0 X------------- -----• 0 .78 AFUE 0 _ :J0 ------------------ • 0.U8 0.54 0 ------------- 0 _ 40 certity that these energy saving features required for the Florida nergy Code have been installed in this house. duress: Builder Signature: ity/Zip -- lorida Enerav r A, .. _ ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE FT. PIERCE, FL. 34982-5652 561-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE 52-1 This Certification is to be completed by the project design archltl ct 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 shall not 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. PROJECT NAME OFFICE USE ONLY . .... STREETADDRESS 7262, . I ts LN• PR NUMBER PERMIT NUMBER OCCP. TYPE CST.TYPE CERTIFICATION STATEMENT: 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. „ r DESIGN PARAMETERS AND ASSUMPTIONS USED folease cheek or complete the approorite box) 1. STANDARD BUILDING CODE 1997 EDITION ,ASCE 7-95,')!�—OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED _ OPEN BUILDING 3. BUILDING HEIGHT: L b FT. 4. WIND SPEED USED IN BUILDING DESIGN: ILO MPH 5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE pt): 51AN PIA lU J. S. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 37 PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 3-7 PSF :. B. IMPORTANCEIUSE FACTOR (OBTAIN FROM BUILDING CODEI: J_ v C . 9. LOADS: FLOOR O PSF ROOFIDEAD: rJ' S PSF ROOF/LIVE: 5✓ 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 —A NO _ If NO, why? (attach explaination) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES �, NO If NO, why? (attach explaination) /� 13. MINIMUM SOIL BEARING PRESSURE: 2 5©O PSF ,. AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: R. C l LI N N T lRtA2 CERTIFICATION NO: 17 I H DESIGN FIRM:T(1.LNF�I GM DATE:: I, /� t% /�I.1 ITf I�TY' SLCCOV FORM NO: 02D-0o ��7p��-471iJ P�IJ - JAN41 2000 q 1 Lennox Objective Guide to Y nstallation Comparison *MMXMM**�*MMW.M'MJK��(X�**X:XxM:MM*:k'MM**X:M*M*x�*:KMXc*XXCX***�:MW.*�*M%M X•M'X.MM. X:xMM%xMM;k%XSXX. Nisair Airconditioning Inc,. 1501 Decker Ave 0-404 Stuart, Fla 1-407-283-0904 07/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS KOLTER MODEL 5240BL PREPARED FOR: MJ FERRITER CONSTRUCTION CORP PREPARED BY: PHILIP NISA JR PAGE 1 FILE TITLE: 5240BL DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 68 WINTER OUTSIDE 45 SUMMER INSIDE 75 SUMMER OUTSIDE 9.1 DAILY TEMPERATURE RANGE INDICATOR N DESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.4 WINTER AIR CHANGES PER HOUR p.7 �. AREA BTUH 81UH SD FT LOSS GAIN ROOM - 1 WHOLEHOUSE IN ZONE 1 52 X 40 WALL 146 8 INCH BLOCK R-5 INSUL 1,925 6,176 3,410 OVERHANG = 2.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM F"ACING-W BO L,125 TINT -TINTED SHAOING-ORAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-E 30 797 L,499 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-S ISO 31985 -t,Ei2 TINT-TINTEO SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL- = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N 40 1,00! 75: TINT-TINTEO SHADING-ORAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL. = 1.0 DOOR IOU SOLID CORE 45 47a ,,. CEILING 16G DARK R-30 INSULATION 2.080 1.579 2,71r> FLOOR 22A NO EDGE INSULATION 221 4,229 WINTER INFILTRATION 243 CFM SUMMER INFILTRATION 1:39 CFM SENSIBLE GAIN „ a4; LATENT RAIN 3.874 L MECHANICAL VENTILATION 50.0 CFM 1,265 080 PEOPLE 4 SENSIBLE GAIN 170E LATENT GAIN 020 . 07/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 KOLTER MODEL 5240BL AREA 8TUH BTuti i) FT 1055 u�-r1 APPLIANCES 1200 DUCT LOSS MULT=.20 GAIN MULT=.20 5,609 4,204 TOTAL FOR ROOM 1 20,800 CU FT 2.080 SENSIBLE 33,653 25._56 LATENT 6,188 L ii I STRUCTURE TOTALS 20,800 CU FT SENSIBLE LATENT 2,080 3,653 2 Sn 6,182 ------------------------------------------------------------ MINIMUM Cooling Capacity needed is 31!,444 btu at 91 degrees outside and 75 degrees; inside Maximum desired Sensible Cooling Capacity is 29.045 ntu (115% of Sensible Load) --------- I x xxxxxxx xxx *xx ** *xr*r W Version 92.10 A:x:rxxA**Xr911XX.tIx. , • This Heating and Cooling Load Computation was produced Li- :i.ng tnr procedure; . x and tables of the Air Conditioning Contractors of America's Manti.:;l..l, _ 'seventh Edition. The accuracy of the calculated loads depends upon ehe = * accuracy of the data used and t he,:' accuracy of the Manual J load cairulation A * procedures for the given conditions. No warranty, either- e.,:pressed or x x implied, is given by Lennox Industries Inc. with respect, to the accuracy x and/or, sufficiency of the informa4ion provided by this report. x 1; . 11 LEGEND: 6 = DELTA ANGLE N.R. = NOT RADIAL R/W = RIGHT-OF-WAY 0 - SET 5/8" IRON ROD L - ARC LENGTH O.E. - OVERHANG EASEMENT SAN. = SANITARY WITH CAP WITNESS CATV = CABLE TV O.M.E. = OVERHANG MAINTENANCE EASEMENT S.B.T. = SOUTHERN BELL TELEPHONE CORNER LB #6674 C.B. = CATCH BASIN O.R.B. = OFFICIAL RECORD BOOK S.F. - SQUARE FEET 0 1.O' OFFSET C.B.S. = CONCRETE BLOCK & STUCCO O/S - OFFSET T.O.B. = TOP OF BANK 0 = ELECTRIC SERVICE CL = CENTERLINE O.S. = OPEN SPACE TRACT TYP. = TYPICAL CATV CONC. = CONCRETE P.B. - PLAT BOOK U.E. - UTILITY EASEMENT 1{J( _ LIGHT POST COV. - COVERED P.C. - POINT OF CURVATURE U.L.P. = UPLAND PRESERVATION D.E. - DRAINAGE EASEMENT P.C.P. - PERMANENT CONTROL POINT 0 = SET 5/8" IRON ROD WITH CAP NO. LB 6674 ELEV. = ELEVATION P.D.E. - PRIVATE DRAINAGE EASEMENT 0 - FOUND 5/8" IRON ROD WITH CAP No. LB 6674 E.O.P. = EDGE OF PAVEMENT P.G.E. = PRIVATE GAS EASEMENT 0 = FOUND PERMANENT CONTROL POINT (P.K & DISK PCP 3864) E.O.W. = EDGE OF WATER P.K. - PARKER KALON NAIL A = SET P-K NAIL WITH DISK NO. LB 6674 F.F. = FINISHED FLOOR P.O.B. = POINT OF BEGINNING ♦ - FOUND P-K NAIL No. LB 6674 FND. - FOUND P.O.C. = POINT OF COMMENCEMENT 0 = WATER SERVICES F.P.E. - FLOOD PLAIN EASEMENT PP. - POWER POLE >4 = WATER VALVE F.P.L. - FLORIDA POWER & LIGHT P.R.M. = PERMANENT REFERENCE MONUMENT 4 = SANITARY SERVICE L.M.E. = LAKE MAINTENANCE EASEMENT PROP. -PROPOSED ❑ - FOUND PERMANENT REFERENCE MONUMENT 6674 L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT P.T. = POINT OF TANGENCY 000 M.H. - MANHOLE P.U.E. - PRIVATE UTILITY EASEMENT �` = EXISTING ELEVATION IN FEET MON. = MONUMENT R = RADIUS 0.00 > = PROPOSED ELEVATIONS IN FEET N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM RAD. = RADIAL —.& • - DRAINAGE FLOW INDICATOR APR 6 2000 ,n PUBLLIC UUORMS ST. WCIE coon'!'% SAN. M.H.0 unn"m LOT 71 F.F. ELEV. - 29.61 27�\ L� DESCRIPTION: BEING ALL OF LOT 70, 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. 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. T. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT 70 WHICH BEARS N 45°59'48" 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.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: FEBRUARY 14, 2000 CERTIFICATION: IMPROVEMENTS, ANY, ARE LOeAIN . NOT VALID WITHOUT THE SIGNA AND THE AL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MA NO. 4981 UNPLATTED R=180.00' A=14°29'28" LOT 70 f— L=45.53' FO ONLY RDS / S y F.F. ELEV. = 29.57 ee V ah�N LOT 69 VACANT G 1 r�P ol0Bts70.ctwg 4-5-00 11,00M on EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 `^ W so Lawson, Noble & Webb, Inc. ENGINEERS • PLANNERS SURVEYORS 590 NW Peacock Boulevard, State 9, Port St. Lucie, Florida 34986 (561) 878-1700 • tax: (561) 878-1802 • emoY lnw-pslolnw-nc.com West Palm Basch • Port St. Lucie • Plantation DATE:2/14/00 BY: SLS CK'D: GRB F.B.:P—B/4 PG:68 JOB NO.:95-108.03 I LEGEND: A = DELTA ANGLE N.R. = NOT RADIAL L = ARC LENGTH O.E. = OVERHANG EASEMENT ' CATV = CABLE TV O.M.E. = OVERHANG MAINTENANCE EASEMENT C.B. = CATCH BASIN O.R.B. = OFFICIAL RECORD BOOK C.B.S. = CONCRETE BLOCK & STUCCO O/S = OFFSET CL = CENTERLINE O.S. = OPEN SPACE TRACT CONIC. = CONCRETE P.B. = PLAT BOOK COV. = COVERED P.C. = POINT OF CURVATURE D.E. = DRAINAGE EASEMENT P.C.P. - PERMANENT CONTROL POINT ELEV. = ELEVATION P.D.E. = PRIVATE DRAINAGE EASEMENT E.O.P. = EDGE OF PAVEMENT P.G.E. = PRIVATE GAS EASEMENT E.O.W. - EDGE OF WATER P.K. - PARKER KALON NAIL F.F. = FINISHED FLOOR P.O.B. = POINT OF BEGINNING FND. = FOUND P.O.C. - POINT OF COMMENCEMENT F.P.E. - FLOOD PLAIN EASEMENT P.P. = POWER POLE F.P.L. - FLORIDA POWER & LIGHT P.R.M. - PERMANENT REFERENCE MONUMENT L.M.E; = LAKE MAINTENANCE EASEMENT PROP. = PROPOSED L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT P.T. = POINT OF TANGENCY M.H. = MANHOLE P.U.E. = PRIVATE UTILITY EASEMENT MON. = MONUMENT R = RADIUS N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM RAD. = RADIAL 000— T— �� C y� Q N • t1 0 �i %1\0 /C.B. \ SAN. RADIUS IM.H.0 POINT DESCRIPTION: BEING ALL OF LOT 70. 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. R/W = RIGHT-OF-WAY 0 = SET 5/8" IRON ROD SAN. = SANITARY WITH CAP WITNESS S.B.T. = SOUTHERN BELL TELEPHONE CORNER LB #6674 S.F. = SQUARE FEET a 1.0' OFFSET T.O.B. = TOP OF BANK O = ELECTRIC SERVICE TYP. = TYPICAL A = CATV U.E. = UTILITY EASEMENT * = LIGHT POST U.L.P. = UPLAND PRESERVATION p = SET 5/8" IRON ROD WITH CAP NO. LB 6674 = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 ■ - FOUND PERMANENT CONTROL POINT (P.K & DISK PCP 3664) A - SET P-K NAIL WITH DISK NO. LB 6674 = FOUND P-K NAIL No. LB 6674 Q = WATER SERVICES I>4 - WATER VALVE - SANITARY SERVICE ❑ - FOUND PERMANENT REFERENCE MONUMENT 6674 O\� = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET - -4 - DRAINAGE FLOW INDICATOR LOT 71 F.F: ELEV. = 29.61 O; CK 0,DN CO. /"�IVK'v �n`� 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 WEST LINE OF LOT 70 WHICH BEARS N 45.59'48" 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.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: FEBRUARY 14, 2000 CERTIFICATION: IMPROVEMENTS, IF ANY, A AS LOCAT NOT VALID WITHOUT SIGNATUR ND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYO APPER R. BURFOP(I7/PROWSSIONAL SURVEYOR AND ORIDA I$TRATIQN NO. 4981 j UNPLATTED LOT 70 �/� VACANT .' ` i 'C / Zg96' OF p, STo r ` Acooq �h° �� bp. r0 O r PROPOSED RESIDENCE F.F. ELEV. = 29.20ci O. 288 / z D ��LOT 69 / �,-, 11,1r; VACANT R=180.00' A=14a29'28" L=45:53' o10B(s70.dwg 2-15-00 10,5824 an EST MAP --`OF BOUNDARY SURVEY I CLIENT: RESERVE HOMES, LTD. LB # 6674 `^ W Lawson, Noble & Webb, Inc. ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Boulevard, Suite 9, Part St. Lucie, Florida 34986 (561) 678-1700 • fax: (561) 878-1802 • emal; Inw—pslolnw—inc.com West Palm Beach • Part St. Lucie Plantation IN FB/PG DATE BY CK'D DATE:2/14/00 BY:•SLS :_- CK'D: GRB' F:B.:P-B/4 PG:68 JOB NO.:95-108.0: