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HomeMy WebLinkAboutSUBMITTED PAPPERSLTY q $©5oa q-3 �t�19 �Q, ' O.M.B. NO. 3067-0077 BY ELEVATION CERTIFICATE SCN ED Epi,.,My31,l996 ELOPMENFE , ERAL EMERGENCY MANAGEMENT AGENG LOCI@ COUI1tUNTY FL ATIONAL FLOOD INSURANCE PROGRAM y ATTENtificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the follo%ying pages. BUILDING OWNER'S NAME SECTION A PROPERTY INFORMATION 1 FOR INSURANCE COMPANY USE 1 POLICY NUMBER STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER I COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) O --1Cp-I C,Ec'C'i a (A L U E f4TJ2 L OJT CITY STATE ZIP CODE —:Yzr35.er( Ctiol? aA 34957 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE I 6. BASE FLOOD ELEVATION (in AO Zones, use ddepth)2o2`bs O'�13 � laro90s1t9' E a. o 1 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): U NGVD'29 U Other (describe on back) ' 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: feet NGVD (or other FIRM datum —see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicatee the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level `Z(a): FIRM Zones Al-A330, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation 7_6 r Oil I I I 19I.1:7J feet NGVD (or other FIRM datum —see Section B, Item 7). (b). FIRM Zones V1-V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I I I I.0 feet NGVD (or other FIRM datum —see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is L1J.0 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LU.0 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown i 3. Indicate the elevation datum system used in determining the above reference level elevations: 9d NGVD'29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) I 4. Elevation reference mark used appears on FIRM: 9 Yes ❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: K actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) The elevation of the lowest grade immediately adjacent to the building is: L_l_1_LLf4.feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION ( 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I I I I I.0 feet NGVD (or other FIRM datum —see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 1 1-31, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30; AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway/non-breakaway wall, ' enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included In the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) TITLE � COMPANY NAME 41041 _ UrIP G.95-r 4+4o S�2�Qya� ADDRESS CITY STATE ZIP 32-So N.C- . CAdQ, 9- AUE14J.( Lo([:PA 349C'7 SIGNATURE DE PH 8-3?9 S /-StoNIE 3 34 - Z(a(a3 Copies should be made cWs Certificate for: 1) community official, 2) Insurance agenVcompany, and 3) building owner. COMMENTS: ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A v A' A v ZONES ZONES ZONES ZONES ZONES REFERENCE REFERENCE B&SE LEVEL REFERENCE LEVEL FLODD LEVEL ELEVATION t• } GAGE .:\`'•::. AOJACREFERENCE BASE FLOOD . ROOD GMDE '';;. LEVEL ELEVRTbN REFERENCE AGIACENt ELEVATION LEVEL GMDE • m%11R1':: GMDE 1 The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 Oct-28_98 05-16P Bayview Construction (661) 268-1337 P_O1 REQUEST FOR 30 DAY TEMPORARY POWER RELEASE DATE: / p - o'I 8' 9dr PERMIT NUMBER: PROPERTY ADDRESS: St. Lucie County Comm. Devel. Dept. Code Compliance Division 2300 Virginia Avenue Fort Pierce, FL 34982-5652 Ph. (561) 462- 2165 Fax (561) 482-1735 /_07o/ ©Lc°" 02_ T &(G4/JcHS[K Qtgcti 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 release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction 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 Dlvision Policy, which is Incorporated herein 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. OCT 2 91998 C� ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL 34982-5652 561-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect or engineer. This Certification must be submitted wi fi 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 i erior 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 MIz MRS C R R I N OFFICE USE ONLY STREET ADDRESS pT- 'CO - 11 PR NUMBER 4oL1Dk%-e PERMIT NUMBER d OCCP. TYPE CST. TYPE CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or complete the appropriate box) 1. 2. ,3. 4. 5. BUILDING CODE EDITION USED 1994 SBCCI BUILDING DESIGN IS ICHECK ONEI ENCLOSED 0 PARTIALLY ENCLOSED OPEN BUILDING BUILDING HEIGHT: I F5 FT WIND SPEED USED IN BUILDING DESIGN:. 12D MPH WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN UNE dl I: COASTAL 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 35 PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: - '17 PSF 1. B. IMPORTANCEMSE FACTOR IOeTAIN FROM BUIUDING CODE): 1-0 9. LOADS: FLOOR: 40 PSF ROOFIDEAD: I r7 PSF ROOF/LIVE: 37 PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES 41111 NO _ - If NO, why? (attach explanation) 11. IS A -CONTINUOUS LOAD PATH PROVIDED (CHECK ONEF -YES ®- NO _ If NO, why? (attach explanation) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED [CHECK ONE) YES *- NO _ If NO, why? (attach explanation) 13. MINIMUM SOIL BEARING PRESSURE: OO PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: DWIGHT R. WEYANT DESIGN FIRM: WEYANT ENGINEERING OF THE TREASURE COAST, INC. 561-335-0772 CERT. NO: 20,273 ISEAL 1 E EI DATE: APR 2 G 1998 Department of Community Affairs SN: 5550 ± FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A CENTRAL •y•PROJECT NAME: CARRINO"RESIDENCE ;BUILDER: BAYVEIW CONSTRUCTION AND ADDRESS: LOT 666 HOLIDAY OUT :PERMITTING :CLIMATE JENSEN BEACH FL 3495:OFFICE: :ZONE: 4:_: 51_1 61�!_ OWNER: SAME :PERMIT NO. :JURISDICTION NO. 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units 4. If Multifamily, is this a worst case (yes/no) S. 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: b. Wood, raised (R-value, area ) 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: CK 1. New Construction 2. Single -Family 3. 0 4. 5. 1081.00 6. 0.60 7. 0.00 Single Pane Double Pane 8a. O.Osgft O.00sgft 8b.260.Osgft O.00sgft 9b.R=19.00 , 1081.00 sqft R-value) 10a-2 R=11.00, 1152.00sgft 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 compli ce ergy Florida En�jo�e/�h. PREPARED BY: DATE: ------------ plans and this calcu- with the I hereby certify that this building is in compliance with the Florida Energy Code. Q OWNER/AGENT : DATE: lla.R=19.00 , 1150.00sgft 12a. R= 6.50 , uncond 13. Type: Central A/C SEER: 10.00 14. Type: Heat Pump HSPF: 8.00 15. Type: Electric EF: 0.90 16. 17. 2 18. 19. 99.84 19a. 18369.33 19b. 18398.78 -------------------------------------- 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: +i. SUMMER CALCULATIONS • __= BASE ___ ; __= AS -BUILT GLASS ---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 133.00 82.2 10932.6 SGL TINT N 133.0 51.5 .86 5867.7 E 51.00 82.2 4192.2 ; SGL TINT E 51.0 107.1 .83 4515.3 S 56.00 82.2 4603.2 ; SGL TINT S 56.0 98.3 .74 4055.2 W 20.00 82.2 ------------------------------------------------------------------------------- 1644.0 i SGL.TINT W 20.0 107.1 .83 1770.7 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ; GLASS AREA -------------------------- AREA FACTOR POINTS POINTS i POINTS .15 1,081.00 7---------------------------------------------------- 260.00 .624 21,372.00 13,328.73 16,209.00 NON GLASS ------------- AREA x BSPM = POINTS TYPE --------------------------------------------- R-VALUE AREA x SPM = POINTS WALLS ---------------- Ext 1152.0 1.0 1152.0 Ext Wood Frame 11.0 1152.0 1.90 2188.8 DOORS ---------------- i Ext 20.0 4.8 96.0 i Ext Wood 20.'0 7.20 144.0 i CEILINGS -------------- UA 1081.0 .6 648.6 ; Under Attic 19.0 1150.0 1.10 1265.0 FLOORS --------------- Rsd -1081.0 -3.4 -3707.8 ; Rsd Wood i (Stem-UFI 19.0 1081.0 -1.80 -1945.8 INFILTRATION --------- 1081.0 10.9 11782.9 ; Practice #2 1081.0 10.90 11782.9 TOTAL SUMMER POINTS 23,300.40 i 29,643.90 TOTAL x SYSTEM - COOLING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT ------------------------------------------------------------------------------- POINTS i COMPON RATIO MULT MULT MULT POINTS 23,300.40 .37 ------------------------------------------------------------------------------- 8,621.15 ; 29,643.90 1.00 1.063 .340 1.000 10,712.46 ' WINTER CALCULATIONS • _-= BASE ___ ; __= AS -BUILT GLASS---------------- ORIEN AREA x BWPM = ------------------------------------------------------------------------------- POINTS TYPE SC 'ORIEN AREA x WPM x WOF =POINTS N 133.00 -3.4 -452.2 ; SGL TINT N 133.0 9.6 1.09 1387.5 E 51.00 -3.4 -173.4•i SGL TINT E 51.0 -2.0 .06 -6.1 S 56.00 -3.4 -190.4 i SGL TINT S 56.0 -10.2 .79 -449.3 W 20.00 -3.4 -68.0 ; SGL TINT W 20.0 -2.0 .06 -2.4 ------------------------------ .15 x COND. FLOOR / TOTAL GLASS --------------------- = ADJ. ---- x GLASS =. --------------------- ADJ GLASS ; GLASS AREA ------------------------------------------------------------------------------- AREA FACTOR POINTS POINTS ; POINTS .15 1,081.00 260.00 .624 ------------------------ -884.00 -551.31 929.59 ---------------------------------------------------------------------------- NON GLASS ------------ -- AREA x BWPM = ------------------------------------------------------------------------------- POINTS ; TYPE R-VALUE AREA x WPM = POINTS WALLS---------------- Ext 1152.0 1.1 1267.2 ; Ext Wood Frame 11.0 1152.0 2.00 2304.0 DOORS ---------------- Fxt 20.0 5.1 102.0 ; Ext Wood 20.0 7.60 152.0 CEILINGS ------------- UA 1081.0 .6 648.6 Under Attic 19.0 1150.0 1.00 1150.0 FLOORS --------------- Rsd 1081.0 -.2 -216.2 ; Rsd Wood (Stem-UFI 19.0 1081.0 .30 324.3 INFILTRATION --------- 1081.0 4.1 --------------------------------- 4432.1 ; Practice ---------------------------------------- #2 1081.0 4.10 4432.1 --- TOTAL WINTER POINTS ------------------------------------------------------------------------------- 5,682.39 i 9,291.99 TOTAL x SYSTEM - HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT ------------------------------------------------------------------------------- POINTS ; COMPON RATIO MULT MULT MULT POINTS 5,682.39 1.10 6,250.63 ; 9,291.99 1.00 1.063 .426 1.000 4,207.20 } WATER HEATING BASE ___ ; __= AS -BUILT =_- ------------------------------------------------------------------------------- NUM OF x MULT TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS i RATIO MULT --------------------------------------------------------------=--------------- 1 3527.0 3,527.00 i 40 .90 1.000 344917 1.00 3,449.67 ------------------------------------------------------=-----=------------------ ------------------------------------------------------------------------------- SUMMARY --= BASE ___ ; __= AS -BUILT ----------------------------------------------------------------------'---------' COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER' TOTAL' POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS .+ POINTS = POINTS ------------------------------------------------------------------------------- 8621.1 6250.6 3527.0 18,398.78 ; 10712.5 4207.2 3449.7 18,369.33 ------------ * EPI = 99.84 ***************** For detailed information of the EPI rating number ...or for any ITEM listed, ask your Builder for D.CA Form 60OA-93 or Form 600E-93 ENERGY GUIDE A 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 SINGL CLR DBL TINT WINDOWS ..................... Single Tint ;------ X-------------- INSULATION ........ :......... R-10 R-30 Ceiling R-Value......... 19.0 ;---------X----------- R-0 R-7 Wall R-Value......... 11.0 ;---------------------X R-0 R-19 Floor R-Value......... 19.0 ;--------------------X AIR CONDITIONER ............. 10.0. SEER 17.0 SEER/EER.................. 10.0 ;X-------------------- 9.7 EER 16.0 HEATING SYSTEM.............. Electric COP/HSPF........ 8.0 Gas AFUE............ 0.00 WATER HEATER ................ Electric EF.............. 0.90 Gas EF.............. 0.00 Solar EF.............. OTHER FEATURES .............. 6.8 HSPF 12.0 ---- X---------------- 0.78 AFUE 0.90 --------------------- 0.88 0.96 ---- X--=------------- O.S4 0.90 '---------------------' 0.40 0.80 --------------------- I certify that these energy saving features required for the Florida Energy Code have. nl installed in this house. CONSTRUCTION CoRp Builder(01AAddress:— POST OFFICE BOX95Fg Signature: Date: jej S I DART, FL 34995 City/Zip (407)283-9300 Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Lennox Objective Guide to Installation Comparison Nisair Airconditioning Inc,. 1501 Decker Ave D-404 Stuart, Fla 1-407-283-0904 O5/21/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 CARRINO RESIDENCE Ci PREPARED FOR: BAYVIEW CONSTRUCTION ®" U N to PREPARED BY: PHILIP NISA JR z0 � C,j M 9 FILE TITLE: CARRINO -a wLLM DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 68 WINTER OUTSIDE 45 7 SUMMER INSIDE 75 SUMMER OUTSIDE 91 �-0 �`f DAILY TEMPERATURE RANGE INDICATOR M is 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 WHOLEHOUSE IN ZONE 1 54 X 20 WALL 12C R-11 + 112 INCH GYPSUM R-.5 887 1,835 1,564 OVERHANG = 0.6 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-W 20 531 1,339 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 2.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-E 50 1,328 3,216 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 2.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-S 5b 1,328 1,034 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 2.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N 125 3,321 2,350 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 2.0 DOOR IOD SOLID CORE 20 216 184 CEILING 160 DARK R-19 INSULATION 1,080 1,317 2,290 FLOOR 19I CARPETED FLOOR + R-19 1,080 596 0 WINTER INFILTRATION 101 CFM 2,555 SUMMER INFILTRATION 58 CFM SENSIBLE GAIN 1,016 LATENT GAIN 1,609 L MECHANICAL VENTILATION 50.0 CFM 1,265 880 PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN 920 L 05/21/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS CARRINO'RESIDENCE APPLIANCES DUCT LOSS MULT=.20 GAIN MULT=.20 TOTAL FOR ROOM 1 8,640 CU FT SENSIBLE LATENT STRUCTURE TOTALS 8,640 CU FT SENSIBLE LATENT PAGE 2 AREA BTUH BTUH SO FT LOSS GAIN 1200 2,859 3,254 1,080 17,151 19,526 3,923 L 1,080 17,151 19,526 3,923 L ----- 7----------------------------------------------- MINIMUM Cooling Capacity needed is 23,449 btu at 91 degrees outside and 75 degrees inside Maximum desired Sensible Cooling Capacity is 22,455 btu (115% of Sensible Load) ------------------------------------------------------------ ***�************� Version 92.10*****************r * 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. I I .1bo mm 3 3 my p --r O m3 cr 03 a O0 t ZwO y ti O 4 On �� 7D . z = U 70 D ll N N N m 6 u L Q C _ Z BAYVIEW CONSTRUCTION CORP. POST OFFICE BOX 2583 fo cn STUART, FL 34995 0 (407)283-9300 �IsTv*# 9{8T®15,0,2 A P,4YYIEW CONSTRUCTION T,MJ DESIGN residential structural design {561} 464.6366 CARRINO RESIDENCE WEYANT 4 ASSOC., INC. I010i OCEAN DIR, 10(a consulting engineers (561) 335J172 J' r [ � DESCRIPTION �'. LOT 67 VENTURE OUT -IN AMERICA AT ST. LUCIE, INC. SECTION C, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16, PAGE 7, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ti SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. �PaP 6 5 VIZ . SF' ..ineyn A;ARC ASTI1. ULAT ULATEDT C CALC[n CII CIIOAD M, oll"1er"TERLl11[ CII DELTA xa11UI1LxT F, - DELTA p • n[CC",'ID" D.C. tAA INAOE EAS[II[IIT TD. • rGUYn O.M. - I,I NIRE Tir 1.i. • I . IRSL l.A. A C. • IRON Poo A CAr L, r. • UREDT r01.e H. 14o5pKED N C R IIAII, E NASTIER O, C. • OYCPIIC AD ELECTRIC MAT TAYT. owrC MIT of P.C. rrojil OC CURVt r.t.c. •PDIAr IL COIIf 01111n CIIPVL P.h - RZRtoo TOLL I.T. fDlllr OT BLIERSL CIIPVI. P.T. f0llitrE. Or fAIrGIIIT COH T.C.P. • 'I HE COIISROL PO1Nt P•R.il. r[PIIAIIE:I} RLTERCOCE HARKER R. RADIUS I Oil •P IOIIi Of MAY U.L.• UTILI TT L"F.IILITT N.P. IIIGII rol"T EPA. BLOCK N. BCIICIIIIA0.R I.,. TIx15111U stirIPO11 Roo L SIT I.P. I, C. ctr Ln 1 �I53 CONO. Gve R[TL nnrrKr r RCI'PODNr'TIC115 Of 1Nts SKIMP ARE IIOt VAl In CPI.[55 S[At To Willi All 111005S10 SURYCYOr's SM. tl LAIICS SHOW', ""TO" WilliN^! ADS iPACT[D EY TIIIS NATj,,tlrlis Or R[GORD, OTlIC[ AD]ONINO 01 OHIIlr11r, IIUtr11Y ACi D110. 'I" "PIf%fP-1"I'll, MY ]t mtr�Ieclo nl YO A,T[IIrT -A5 "AD[ nT I1?15 of IC[ TO LOf ATt S UCSnn1AC[ IINrn',1r111119 nP rllrnnAf.I111rr115 nlll[R THAI' TIIOSI 'Ir01111 11[PTI,11. 51 Ill." 01rnlln I ll,Is 13 lilt ICu L CAT i'Ll" V. RI toll[ O, ST RI TIT IC NAY A915110N111011 10[ temwn us[ R[ONI Or llpICA I LAT nr vprppt OUT ll, v[CORDIDA III PLAT LUCII, In. sr CII011 C. LUCIl ICOUIrAcr 7, fuuAIC r[fnnnR nt ST. rl [L[YAT IOuS SNOIIU TIIVSI.T A 17.00 AVE BASED OIT IIAl Inl11L CTODIT[C 11RTICAL DAICII ONAITRRR SIHIP. ' BI POrl.1c UECKEU .6.W:f. 1013_ x 9Q_z'q L B B Mri PC 0� 0.63' ❑ low' 1 h CATV 0 • 00 6�` tt FPL PAD JUL - 81998 D SURVEYOR'S CFRTIFICATFI TIIIS CERTIFIES THAT A SURVEY OF TIIE PROPERTY 'DESCRIBED REREO11 UAS IIADF, UNDER try SUPERVISION AND THAT THE SURVEY NEFTS TIIE IIIIIIHUII TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS 1N CHAPTER 61017-6, FLORIDA ADIIIIIISTRATIVE CODE, PURSUANT TO SECTION 172.027, FLORIDA STATUTES. AND, THAT TIIE SKETCII THEREON IS A TRUE AND ACCURATE REPRESENTATION THEREOF TO THE BEST OF IlY KNOWLEDOP AND RELIEF SUBJECT TO MOTES AND NOTATIONS SHOWN HEREON. ' 11111' V.AI.TH INU,Frr, .^,PALER I4I'I'11 All PIIIIRr1F.r,Pi) SURVFYOR'.r•'.r•FAT,. FLOOD ZONE AE ELFV. = FIRM PANEL 1202.85 0313F /1 DATED AUGUST I9r 199 I D 0 V GERALD N • TANS1' PROFESSIONAL REr t.S'1•RA, rT.om NU.4464 BOUNDARY & TOPOGRAPHICAL SURVEY PREPARED FOR: VILLAGES OF NET! [iTREA URE, COAST LAND SURVIi'YOIl.S T.,n ff 6151 FIROFE59 I ONAL LAND SURVEYORS 111101dE a 3P50 CAM❑ I CE AVE. BOX 1 13 �_'IFI BEACH, :a4 2;ca J1_FLOR I Dn 3495. LES ISLAND 3 DESCRIPTION -LOT 67 VENTURE OUT.IN AMERICA AT ST. LUCIE, INC. SECTION C, ACCORDING TO THE PLAT THEREOF•AS RECORDED IN PLAT BOOK 16, PAGE'7, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. -io END A•ARC AS pN. • ASPHALT C . CALCULATED CH • CHORD C/L • CERTERLINE CH CONCRETE MONUMENT 0 • DELTA p . DESCRIPTION D.L. • BRAINACE EASENENT ED. FOUND O.R. GUI WIRE I.E. . IRON PIPE L,P. 6 E.IURTl POLERoll P00 S CAP M• IIEASURED N A W IIAIL L WASUER B.S. OV"NEAO ELECTRIC P, . PLAT PAVT. • PAVENEIIT P.C. . POINT OP CURVE P.C.C. •POIAT:OT CONFOUND CURVE P,p, Town POLE C. . POINT Of REVERSE CURVE p.T. . POINT OF TANGEIIT p,C.p. ` PLRIIANENT CONTROL POINT P.R.H. • PCRNANENT REFERENCE PARKER R• RADIUS ,R041 .A IGHT OF NAY U.L.• UTILITY EASEMENT ILP • 111GII POINT BLR. • BLOCK B.N. • BENCIIIIARR T.F. - IMBUED FLOOR SET I.R. & C. SIT IRON ROD L CAP LD 1 64" CDNC, • CONCRETE rS - N-T' TO SC9CE l.lIOTF%' F UNLESSBYPRODUCTSEALED OF III Is SRE[CII ARE NOT VALID UNLESS SEALED Nilll AN FII BOssAB 6URVEIOR'S SEAL.' '2) LANDS SIIONII IIFREON WERE NOt ABSTRACTED BY THIS OFFICE FOR RIGIITS-OF-,VAT, EAStHENTS OF RECORD, OWIIEPSUIP, IIURrUY ACT DEEDS, OR ADJOINIIIG HIM-, 1) LAND CLR Of-CRIDED FRIOAO[IITP.E00 WAS PR OVIDFD AT "I n) No ATTEIIPT WAS MADE RY Tlgs OFFICE TO LOCATE suesnRFACE mrOovlN[ils OR nICn 0Aa0mrtS OnNR TURN TIMSE E110v11 II[Pf bll. S) IIIIOFRf,R01111u MUIIRATIONS 1101 1,0CATFD. - 6) BASE OF DEARINCS IS ITII[ CEIITERLLIE BF COWNON Us[ P1ONT Ot IIAT As silo 1111 ON TNT PLAT BE VENTURE OUT 11, RECORDED IN ST. LUCIE, 111C. SFCT)ONIC, COPDF DMI BOOR 16, RACF 7, PUBLIC RFro"S OF ST, LUCIE COUNTY, FLORIDA. ARE 7) 7.00 BASEDoilNATIMIALTGEODETIC )VERTICAL DATUM OF 1929. B) PUBLIC WATFE & SEII[H. , SURVEYOR'S CERTIFICATE S 0 m U.63' �1P�` - t�P r k 6.4v G q� 1.00' N B E axle PARKING PC ex 10 / PARKING K 9j <J� 1 1 CAT � FPL PAD �P 5� THIS CERTIFIES THAT A SURVEY OF TUE PROPERTY DESCRIBED HEREON WAS MADE UNDER MY SUPERVISION AND THAT THE SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. AND, THAT THE SKETCH HEREON IS A TRUE AND ACCURATE REPRESENTATION THEREOF TO THE BEST OF MY KNOWLEDGE AND BELIEF SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON. NOT VALID MMT.RSS .^,RAI.P.M Wt'FII AEI EIINROSSRD SURVEYOR'S SRAT.. I DATED �G FLOOD ZONE AE ELEV. = 8.0 FIRM PANEL 120285 0313F DATED AUGUST 19, 1991 GERALD W. TANSKY PROFESSIONAL REGISTRATION T10./1964 BOUNDARY & TOPOGRAPHICAL SURVEY PREPARED FOR: VILLAGES OF NETTLES ISLAND TRE.WSURIJ COAST LAND SURVI ;YOBS I,B # 6453 PROCESSIONAL LAND SURVEYORS PI-101.,E if 3250 LAND I CE AVE. BOX 1 13 334-2663 JUISE11 BEACH. F-LOR I DA 34957 A REV I S 10119 BY [1A1E-- •f�$'�8_ N'JtDP�sEo RES/nEN�E L•y/•� fL O 21 ' C✓Nto ��pvo _W daoco mm �!—v�03 >'•C%LLHN <�L<� �a ' BOY 1'e°46" 20'l"., Idl" 5'5° r 13 A A &U yS. - 6° GL BLK BACKSPLASN. SEE ELEV. 24/5 SH 7154 6A1 / - - � o 5-8" - 3/B' TEMP. BUTT GIL FROM 2AFF TO B' ArF REFtlCE - JC Q z G{2} PEN/BDRMl �F < 2.2'0" s \ A} \ EN 1 v B� LEIING °' .f of '^ TEMP L �>;,-�• B.\ N'k� `r 0 w 2'10 .� SHWR DR M BATH o Il D 1 CEILING PLANT � �_.o GREAT ROOM 2.6" I V2 2'4" r ...Qpo V 00 'Po'y u1 m ie Ul.lG�� 4 ° J1�✓. 1 MSTR BDRM i �' �\ PLANT SN ABV m IoiCiw- BNDNT i O° X c"0° %° x 4Y FG ARCH 4 2415 SH � i 2'2" !bib° 21,11" =0 y i 60'S" EO.0kerr\Q"J- (z- AREA CALCULATIONS AC LIVING 1081 SF Carport/Storage 361 SF Total Under Roof . I442 SF EN 00 GREAT ROOM bL a,\ s. 'lip`\- PLANT 6N ABV ' 8' ND NT - 3,0' X b'o' �LOO� PLAN 1/4 11= 11011 0 � I I PLANT _ ..'ill — 36' a 42' FG ARCN TEMP SL y- n 614WR DR M O A T1 1 r- I` o � _� c� K' 3 6 I / MSTR BDRM T b' 6' CEILMG 10` �a Jry . 241 6H w 141" I Pi er,\j U? AREA CALCULATIONS AC LIVING 1081 SF Carport/Storage 361 SF Total Under Roof 1442 SF Goobel-com to veil 6//laotayes CC, 2j-OSlLA� NOTE: MULL