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M i n i MUTR footin i protection for Beams; 1-1/211 Su landeH Slabs: 3'� ap all rei 'n 9steel a minimum of 48 bar di amptersmeters.. efic11 standard,' shall be spr n, HF 13, or Stud Grade a minimum=r, si, or better. with concrete or masonry shall be of structural dware is not components permitted. due to nless oth 4, the installation of specified hardware instructions and standard axing loin .'and beams shall have support loads and shall be, pe 110 tor uplif to frame btruction, will be noted. provide Unless an equal ,Vert: studs as plies ,is of the hearing member when 2 or more ,nailed with plies." 10d Gun or Od GaIv. nails or xonos I & 2, and 411 o.c. E+V in son® exterior "and -drywall walls, exterior is to be nailed .811 o.c. field, witW or s and 0.131 inches di d. Xtttiah 6" by 3 1/411 Garage bucks 2 1/4"' with a space at IV o.c. • for r, ,except bns block. with 2X4 12 HP or,better betweq, p chorda'< unses along the edge of the PW irec low, ;'A ,Jra try segment connections use ti %men ul onry with 3/1611 diameter la a" psi con minimum 181, O.C. ,�, 7,1% - " 11,� 1 ! 1�0 "A,14 l" V, A A,91 M "A Irk xr_ % M4 rl Al, F ri .,T N. IJT WAM-Pr4mtr IM Al JA.1� N� Z,� 2 *gAL:��Qv �f 711 r lq 3W AJ L MW V, PUN A -10 'V, El 4, A-4 3d, �y" A, ; A�5, "M MIMM AA NMye J I, ,81�_ x'W, l,4, 1�i� .X InIN00ft" Yve '4,art t g, Q 4 A 4�1 31,1& Kk W NM Mol , 4RA1 lip 01 1v M R : 7W 2, M I MI I _gw ' 90�O B NO. 3067-0077 B'P9 6:i1N1nx003�5w Eqires May 31,1996 ELEVATION CERTIFICATE(1q 5 1� FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate 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 fora Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE I BUILDING OWNER'S NAME POLICY NUMBER Angela Winton STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIL NUMBER 7030 Guliotti Place OTHER DESCRIPTION (Lot and Block Numbers, etc.) CITY STATE ZIP CODE Port St Lucie, FL 34952 SECTION B FLOOD INSURANCE. RATE MAP (FIRM) INFORMATION .Provide the'following from the proper FIRM (See Instructions): 1. COMMUNITY. NUMB ER-.' R, 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) �12_0285,, ?_ '=' 283 F 1114192 AH 17' 7. IndicatE the etev_ation, datum system used on the'FIRM for Base Flood Elevations (BFE): © NGVD '29 ❑ Other (describe on back) 8. For zones Aar were no' is provided on the FIRM, and the community has established a BFE for this building site, indicate the conr;nunity's BFE: L . I. I I I . U feet NGVD (or other FIRM datum —see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 -and 6 that best describes the subject building's reference level _/_ . 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I I 1 1212I .Lq feet NGVD (or other FIRM datum —see Section B, Item 7). (b). FIRM Zones VI-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 .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 I .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 1. U 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 El No ElUnknown 3. Indicate the elevation datum system used in determining the,above reference level elevations: R� 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 IRM (see Section B, Item 77, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑o ( Yes IPNSee Instructions on Page 4) 5. The reference level elevation is based on: Pactual 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.) 6. The elevation of the lowest grade immediately adjacent to the building is: . .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 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 . U feet NGVD (or other FIRM datum —see. Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION ti^ 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 alsosign 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. / certify that the information in Sections 8 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 ADDRESS' CITY STATE `;•� _ZIP. l00,? TZI/b. PT.' � Z"CIE SIGNATURE DATE PHONE' Copies should be made of this Certificate for: 1) community official, 2) insurance agent/comp aiays and, bUding`Awp. COMMENTS: ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A V A A V ZONES ZONES ZONES ZONES' ZONES REFERENCE LEVEL REFERENCE BASE LEVEL FLOOD REFERENCE LEVEL ELEVATION '.-:::'::;:"•:' �s4.{ BASE BASE _ .FLOOD _ ELEVATION REFERENCE .:..:::': -'`' `' ADJACENT ••••••-•" ADJACENT a GRADE r�":. 5:` . - REFERENCE LEVEL FLOOD ELEVATION LEVELS GRADE - .. . . 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 '. '- Department of Community Affairs SN: 5050 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A CENTRAL PROJECT NAME: |BUILDER: AND ADDRESS: GULLOTTI PL. |PERMITTING !CLIMATE |OFFICE: |ZONE: 41_1 51_1 61_1 OWNER: ANGELA WINTON |PERMIT NO. |JURISDICTION NO. CK 1. New construction or addition 1. New Construction 2.001le family detached or Multifamily attached 2. Single -Family 3.11f Multifamily -No. of units 3. 0 4.1If Multifamily, is this a worst case (yes/no) 4. 5.lConditi6ned floor area (sq.ft.) 5. 1836.00 6.,Predominant eave overhang (ft.) 6. 1.00 ____ 7. Porch overhang length (ft.) 7. 10.00 - - S. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 10.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) 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: � 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Ckedits (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 Single Pane Double Pane 8a. 0.0sqft 0.00sqft 8b.256.2sqft 16.00sqft 9a.R= 0.00 , 181.00 ft ____ 10a-1 R= 4.20, 1155.00sqft____ 11a.R=19.00 , 2083.00sqft____ 12a. R= 6.00 , uncond 13. Type: Central A/C SEER: 11.00 14. Type: Strip Heat COP: 1.00 15. Type: Electric EF: 0.94 16. HR 17. 2 18. 19. 98.89 ____ 19a. 34427.97 19b. 34814.18 ------------------------------------------------------------------------------- I Hereby certify that the plans and | Review of the plans and specifications specifications covered by this calcu- | covered by this calculation indicates lation are in compliance with the | compliance with the Florida Energy Florida Energy Woderet, 1 Code. Before construction is completed | this building will be inspected for PREPARED BY | compliance in accordance with Section DATE: � . | I hereby certify that this building is | in compliance with the Florida Energy ( Code. | ' | OWNER/AGENT:| BUILDING OFFICIAL:____________________ DATE:1 DATE:______________________________�._ SUMMER CALCULATIONS ******************************************************************************* === BASE === | === AS -BUILT === =============================================================================== GLASS---------------- { ORIEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x GPM x SOF = POINTS ------------------------------------------------------------------------------- N 26.60 82.2 2186.5 | SGL TINT N 8.0 51.5 .50 206.0 ~ | SGL TINT N 9.3 51.5 .93 444.7 | SGL TINT N 9.3 51.5 .96 459.0 E ' 90.80 82.2 7463.8 | SGL TINT E 33.0 107.1 .26 918.9 ~ | SGL TINT E 4.8 107.1 .26 133.7 | SGL TINT E 40.0 107.1 .33 1424.9 ' | SGL TINT E 13.0 107.1 .72 1000.5 S 45.40 82.2 3731.9 1 SGL TINT S 18.7 98.3 .92 1685.0 | SGL TINT` S 18.7 98.3 .93 1712.9 1 SGL TINT S 8.0 98.3 .25 196.6 SW 9.30 82.2 764.5 | SGL TINT SW 9.3 110.3 .25 252.0 W 74.80 82.2 6148.6 | SGL TINT W 18.7 107.1 .72 1439.2 | SGL TINT W 18.7 107.1 .40 793.3 | SGL TINT W 18.7 107.1 .33 654.3 1 SGL TINT W 18.7 107.1 .72 1439.2 NW 9.30 82.2 764.5 | SGL TINT NW 9.3 76.6 .38 271.1 HZ 16.00 82.2 1315.2 | DBL TINT HZ 16.0 238.1 1.00 3809.6 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS | POINTS _______________________________________________________________________________ .15 11836.00 272.20 1.012 22,374.84 22,637.88 1 16,840.80 =============================================================================== NON GLASS------------ | AREA x BSPM = POINTS 1 TYPE 0 R-VALUE AREA x GPM = POINTS ----------------------------------------- WALLS ------------------ � --------------------------------------- Ext 1155.0 1.0 1155.0 | Ext NormWtBlock In 4.2 1155.0 1.16 1339.8 DOORS---------------- | | Ext 36.0 4.8 172.8 | Ext Insulated 36.0 4.80 172.8 CEILINGS ---------------- UA 1836.0 .6 1101.6 FLOORS ------------------ Slb 181.0 -31.8 -5755.8 Under Attic 19.0 1013.0 1.10 1114.3 Under Attic 19.0 1070.0 1.10 1177.0 Slab -on -Grade .0 181.0 -31.90 -5773.9 / INFILTRATION--------- � 1836.0 10.9 20012.4 1 Practice 42 1836.0 10.90 20012.4 =============================================================================== TOTAL SUMMER POINTS � 39,323.88 1 34,883.20 =============================================================================== TOTAL x SYSTEM = COOLING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTO MULT POINTS | COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 39,323.88 =============================================================================== .37 14,549.83 | 34,883.20 1.00 1.100 .310 1.000 11,895.17 _ _, WINTER CALCULATIONS ******************************************************************************* =============================================================================== === BASE === | === AS -BUILT === GLASS---------------- | ORIEN AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 26.60 -3.4 -90.4 1 SGL TINT N 8.0 9.6 1.34 102.9 ^ | SGL TINT N 9.3 9.6 1.04 92.6 1 SGL TINT N 9.3 9.6 1.02 91.1 E' 90.80 -3.4 -308.7 | SGL TINT E 33.0 -2.0 -5.04 332.6 ° | SGL TINT E 4.8 -2.0 -5.04 48.4 | SGL TINT E 40.0 -2.0 -4.03 322.4 ` 1 SGL TINT E 13.0 -2.0 -.55 14.2 S 45.40 -3.4 -15414 | SGL TINT S 18.7 -10.2 .95 -181.9 | SGL TINT S 18.7 -10.2 .96 -183.5 1 SGL TINT S 8.0 -10.2 -1.09 88.9 SW 9.30 -3.4 -31.6 1 SGL TINT SW 9.3 -9.7 -.86 77.2 W 74.80 -3.4 -254.3 | SGL TINT W 18.7 -2.0 -.55 20.4 | SGL TINT W 18.7 -2.0 -3.29 123.0 1 SGL TINT W 18.7 -2.0 -4.11 153.6 1 SGL TINT W 18.7 -2.0 -.55 20.4 NW 9.30 -3.4 -31.6 1 SGL TINT NW 9.3 7.3 1.63 110.6 HZ 16.00 -3.4 -54.4 / DBL TINT HZ 16.0 -21.5 1.00 -344.0 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS ------------------------------------------------------------------------------- AREA AREA FACTOR POINTS POINTS | POINTS .15 =============================================================================== 1,836.00 272.20 1.012 -925.48 -936.36 | 888.98 NON GLASS------------ � AREA x BWPM = POINTS | TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- | Ext 1155.0 1.1 1270.5 | Ext NormWtBlock In 4.2 1155.0 3.26 3765.3 DOORS ------------------ Ext 36.0 5.1 183.6 CEILINGS ---------------- UA 1836.0 .6 1101.6 FLOORS ----------------- Slb 181.0 -1.9 -343.9 Ext Insulated Under Attic Under Attic Slab -on -Grade 36.0 5.10 183.6 19.0 1013.0 1.00 1013.0 19.0 1070.0 1.00 1070.0 .0 181.0 2.50 452.5 INFILTRATION--------- | 1836.0 4.1 7527.6 1 Practice 42 1836.0 4.10 7527.6 TOTAL WINTER POINTS | 8,803.04 14,900.98 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS | COMPON . RATIO MULT MULT MULT POINTS ------------- ------------------------------------------------------------------ 8,803.04 1.10 9,683.34 | 14,900.98 1.00 1.100 1.000 1.000 16,391.08 =============================================================================== ^ '. ***$*************************************************************************** WATER HEATING ******************************************************************************* === BASE === i === AS -BUILT === =============================================================================== NUM OF x MULT = TOTAL 1 TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS | RATIO MULT ------------------------------------------------------------------------------- 3 3527.0 10,581.00 1 50 .94 1.000 3302.0 .62 6,141.72 =============================================================================== ******************************************************************************* SUMMARY ^ === BASE === i === AS -BUILT === =============================================================================== COOLING HEATING HOT WATER TOTAL | COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 14549.8 =============================================================================== 9683.3 10581.0 34,814.18 | 11895.2 16391.1 6141.7 34,427.97 ***************** * EPI = 98.89 * ***************** , For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 ENERGY GUIDE EPI= 98.9 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 , nPQrnPmrrm TmEpMv pTpCnpmAmrc 0A7TMQ cuccI" ^ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS..................... Single Tint INSULATION.................. Ceiling R-Value......... 19.0 Wall R-Value......... 4.2 Floor R-Value......... 0.0 AIR CONDITIONER............. SEER...................... 11.0 HEATING SYSTEM.............. Electric COP............. 1.0 WATER HEATER................ Electric EF.............. Gas EF.�............ Solar EF.............. OTHER FEATURES.............. SINGL CLR DBL TINT |------X--------------| R-10 R-30 1--------- X----------- | R-0 R-7 |-----------X---------; R-0 R-19 1X-------------------- i 10.0 SEER 17.0 |--X------------------i 2.50 COP 4.19 |X--------------------| 0.88 0.9/-*' 0.94 |---------------X-----| 0.54 0.90 0.00 |---------------------| 0.40 0.80 |---------------------| I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: ....................... Signature: _______________________Date:__________ City/Zip_______________________ Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 •,STAT-E FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Authority: Chapter 381, FS & Chapter 1OD-6, FAC' CONSTRUCTION PERMIT FOR: PERMIT # t DATE PAID FEE PAID $ RECEIPT # P ] New System [ ] Existing System ( ] Holding Tank [ ] Temporary/Experimental [ ] Repair [ ] Abandonment [ ] Other(Specify) c AGENT., ; . APPLICANT r � . - PROPERTY STREET ADDRESS: � s LGT: BLOCK: SUBDIVISION: PROPERTY ID # .,; _ - [SECTION/TOWNSHIP/RANGE/PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 1OD-6, FAC REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALL OTHER PERMITS EXPIRE ONE YEAR FROM THE DATE OF ISSUE. HRS APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF 'TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. SYSTEM DESIGN AND SPECIFICATIONS T (y,.- ]"[GALLONS' /.•GPO] SEPTIC TANK/AEROBIC UNIT CAPACITY MULTI-CHAMBERED/IN SERIES:[,]• A [ "" ] [GALLONS / GPD] CAPACITY MULTI-CHAMBERFD/IN SERIES:[ N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K ( J GALLONS PER DOSE DOSING TANK CAPACITY DOSE -RATE [ ] PER 24 HRS NO. OF PUMPS: [ I D [ ," ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM- R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [ MOUND [ ] I CONFIGURATION: [ ] TRENCH ['`` ] BED- N F LOCATION OF BENCHMARK: -` I ELEVATION OF PROPOSED SYSTEM SITE [ ] [7[NCHES/FT] [ABOVE/BELOW;],•BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE ( T ]a°[INCHES/ FT]`[ABOVE/BELOW] BENCHMARK/REFERENCE---POINT L D FILL REQUIRED: [� ] -INCHES- EXCAVATION REQUIRED: [ ]•INCHES 0 E R SPECIFICATIONS BY: TITLE: APPROVED BY: i; TITLE: DATE ISSUED: r . CPHU EXPIRATION DATE: HRS-H Form 4016, Mar 92 (ObsoCetes previous editions which may not be used) (Stock Number: 5744-001-4016-0) I of ni Dinh_ nGDARTKAF=IUT Page 1 of 2 INSTRUCTIONS: PERMIT NUMBER: Permit tracking number by CPHU: APPLICATION FOR: Check type of permit; if "Other" specify type in blank. APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent. AGENT: Property owner's legally authorized representative. ,k MAILING ADDRESS: P.O. box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character ID number for property. (CPHU may require property appraiser ID# or section/township/range/parcel number.) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter IOD-6, FAC. DRAINFIELD: Minimum specifications from Chapter IOD-6, FAC. OTHER: Other specifications, such as operating permit requirements, low -volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Public Health Unit (CPHU) personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by CPHU. EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. Y" Walter Karpinia, P.E. Registered Professional Engineer July 17, 1997 To: To Whom It May Concern St. Lucie County Building Department Re: Structural Features at: Winton Residence Permit # 96-110035 I have previously certified the plans for the structure described above. I write to document as built features of those plans. 1. 34 windows may be replaced with 24 windows without comment where egress requirements are not violated. 2. A gable end truss may be used at the concrete perimeter beam on the right.side of the -house. Strap with (1) HETA16 24" o.c. 4-10d per strap. If you have any questions or would like additional information regarding this matter please contact*me. By My Hand, ter Karp I 51. LUCIE COON- Y BUILDING DIVISION REVIEWED tm:_ REVIE DATE MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 500 Douglas Drive • Jupiter, Florida 33458 (561)743-1400 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT • 2300 VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL. 34982-5652 407-462-1553 J DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE ,This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural watts, 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. 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 cornplete the appropriate box) 1. BUILDING CODE EDITION USED (YEAM SBCCI ASCE 7-68 OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE/ ENCLOSED `� PARTIALLY ENCLOSED OPEN'BUILDING 3. BUILDING HEIGHT: 1P/� FT 4. WIND SPEED USED IN BUILDING DESIGN: / MPH 5. WIND EXPOSURE CLASSIFICATION (REFER To E:;,OsuRE TABLES IN BUILDING CODE IDENTIFIED IN LINE 91): �o OST.4 L 6. 7. 8. 9. 10. 11. 12. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 2 1�5 PSF PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE PSF . IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): I� � LOADS: FLOOR PSF ROOF/DEAD: / % PSF ROOFA NE: 60 PSF WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES °� NO If NO, why? (attach explanation) IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) explanation) ARE COMPONENT AND CLADDING DETAILS PROVIDED (CI IECK oNq explanation) 13. MINIMUM SOIL BEARING PRESSURE PSF YES V NO If NO, why? (attach YES NO If NO, why? (attach AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND NAME: GIVALTE,Pe ILIAg PIPIA CERTIFICATION NO: 4&& 3 DESIGN FIRM: DATE: NO CONSTRUCTION MAY BEGIN UNTIL NOTICE ,OF COMMENCEMENT ' POSTED ON JOB SITE Permit No. • Tax ID No. .��%/L%. - •�0� /l9OS �5��6 NOTICE. OF COMMENCEMENT State Of County Of 22— THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information'is?provided in this Notice of Commencement. Legal Description of property and street address., if available General description mprovenyents. 2 RJr.-1. a_^ w T erress Owner's,interest in site of improvement Fee Simple Title holder (if other than owner) Address Contractor © u..4 r Phone# Address Fax# Surety Phone# a Address Fax# Amount of Bond $ Lender Phone#- Address Fax# Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by ,Section 713.13.(1) (a) 7.1 Florida Statutes: Name Phone# Address Fax# In addition to himself, owner designates of (Phone# Fa_x# )to receive a copy of the L enor's Notice as pro- ded in Section 713.13 (1)_(b),• Florida Statutes, Expiration date of notice of commencement (the expiration date is .one year from the date of recording unless a different date is ' specified). 6'�A�E;O,FFLO�4Q S SPACE FOR RECOR G ONLY S'i:LU�IECO . 14— THIS IS TO CERTIFYTHAT THIS IS A 0 N S NAME ���YUIYfrc TRUE AND CORRECT COPY OF THE � , o STA E OF FLORIDA ORIGINAL. _ G COUNTY OF -.� • JoAN 111AN, L K � • y cc MARIE D. THURSTON NOTARY My Comm Ev. 11 /02/96 PUBLIC c Bonded By Service Ins F �f No, CC236053( seal) t��,r(�; t`�n?4 !���tai 6l�vr'. Jac u.�;.:•I)Q!l�+y,ai u & I , The forego ng instrument was acknowledged before me this, day of (n -+Obev- , 19�_, by �P to . Ld, t.-n , .who is pera pally known to me or.who has produced as identification. I— Ao SIGNATURE OF NOTARY r 14 1 J - ( ice) r. 1/'C +-6 TYPE OR PRINT NAME OF NOTARY NOTARY PUBLIC TITLE e C ol3COMMISSION NUMBER W '%I C4 M N• O 0-�_ 5 - o r� azm N G . a o H "a 0 10 v ' m mom �o N �Wrt _j14m :t:o n H. Oo �rt oh . x0" n rr Ort. W� 0 n P. %m Vjo 0 N rr 14 N Ul OWNER/BUILDER AFFIDAVIT. DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS Stave law requires. construction to be done. by licensed contractors. You +; ,have applied for a permit under an exemption to that law. The exemption fi allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of $25,000 or less. The building must be for your -own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within,one,year after the construction is complete, the law will presume that you built it for sale or lease, which. is a vi.olation'of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with.all applicable laws, ordinances, building codes, and zoning regulations. To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Community Development Director to the Florida State Department of Professional Regulat'on/ Signed and acknowledged on this % day of ko 1,994 a STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day of ,.199 , by who is personally known to me or who has produced as identification. .. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY NOTARY PUBLIC TITLE COMMISSION NUMBER A From: Heather Young To: CD(JANET) Date: 11 /5/96 1:46pm Subject: ADMINISTRATIVE VARIANCE -Reply Thank you for letting me know. I will look at it as soon as I receive it. INTER -OFFICE MEMORANDUM ST. LUCIE COUNTY, FLORIDA TO: Jan Urso, Zoning Supervisor !1� FROM: Heather Young, Assistant County AttorneyQ1DATE: November 7, 1996C.A. No: 96-1692 co�oin, F` SUBJECT: Administrative Variance - Angela E. Winton (File NO. 96110035) Pursuant to your request, I have reviewed the documents submitted with regard to the above -referenced application for an administrative variance for a nonconforming lot of record created prior to July 1, 1984 which lacks 100% of the required road frontage. Based upon my review and your determination that the easement provides the subject property, with access from a public road, it would appear that the property meets the requirements for recorded legal ingress and egress pursuant to Section 10.00.04.A.1 of the Land Development Code. HY/ Copy to: Growth Management Manager From: Heather Young To: CD.JANET Date: 1117/96 3:59pm Subject: Administrative Variance - Angela Winton Attached is a copy of my memo regarding the above -referenced administrative variance application. As we discussed this morning, everything appears to be in order. A hard copy is also on its way to you. Please call me if you need anything further. INTER -OFFICE MEMORANDUM ST. LUCIE COUNTY, FLORIDA TO: Jan Urso, Zoning Supervisor FROM: Heather Young, Assistant County Attorney DATE: November 7, 1996 C.A. No: 96-1692 SUBJECT: Administrative Variance - Angela E. Winton (File NO. 96110035) Pursuant to your request, I have reviewed the documents submitted with regard to the above -referenced application for an administrative variance for a nonconforming lot of record created prior to July 1, 1984 which lacks 100% of the required road frontage. Based upon my review and your determination that the easement provides the subject property with access from a public road, it would appear that the property meets the requirements for recorded legal ingress and egress pursuant to Section 10.00.04.A.1 of the Land Development Code. HY/ Copy to: Growth Management Manager COMMENT SHEET Name: File No.: ASP b ItO&-q- °' I, o 1M Marla0 WPM i GI / . /1 / i BOARD OF COUNTY COMMISSIONERS July 12, 1993 Ms. Demaree Brown 2207 S.E. Seamist Street Port St. Lucie,.Fl 34952 COMMUNITY DEVELOPMENT ADMINISTRATOR TERRY L. VIRTA, AICP Re: Property Tax ID #: 3414-501-1005-150/6 (TR 318) 3414-501-1005-100/1 (TR 319) Dear Ms. -Brown: On July 6, 1993, we received from you an agreement for deed for TR 318 which was executed in 1973, and an agreement for deed for TR 319 which was executed in 1971. Based on this additional information, staff has determined that TR 318 and .TR 319 each qualify as a non -conforming lot of record. Both are non -conforming because they do not front on a county road. A building permit could be issued for each parcel after an administrative variance with proof of legal access acceptable to the County Attorney has been obtained. Upon proof of legal access, any principal and accessory structure permitted in the AR-1 zoning district may be constructed on these lots. I trust that these comments will be of help to you. Please call this office if you have any questions. Sincerely, W_ Ci�j J is Iversen Shewchuk, AICP owth Management Director JIS/sr HAVERT L. FENN, District No. 1 • JUDY.CULPEPPER, District No. 2 ;o DENNY GREEN_ District No. 3 • R. DALE TREFELNER, District No. 4 • CLIFF BARNES. District No. 5 2300 Virginia Avenue 0 Fort Pierce, FL 34982-5652 Administrator: (407) 468-1590 0 Growth Management: (407) 468-1553 • Planning: (407.) 468-1576 Codes Compliance: (407) 468-1571 A - LA11h LUCIE ESTATES, INC. 1090 NORTHEAST 791h STREET — MIAMI, FLORIDA 33138 �3 AGOEMENf FOR DEED LAKE•LUCIE GARDENS Date Unimproved Acreage, note part of il Hurst a recorded Plat. File No. k a-. 4$rB3:IEan 130.,-NOrmandy Road Oakridg�i, Tonn®•ssee 37830 61S 483 4410'" I-- hereafter called Purchaser LEGAL: H Gentl-emeen;a�wish o purchas3ell�and in Lake L4uciAcres+— FULL PURCHASE DOWN PAYMENT ' PRICE MONTHLY FIRST PAYMENT INSTALLMENT DUE 3995.00 �00. 00 (Included 6% Interest) $................... $... $ 40.00 All payments shouhl be 1nadc by check ur money order pttyahle to Luke Lucie lisltiles, Inc., P.O. pox 24, Opa Locku. ploridu ,13054. LAKE LUCIE ESTATES, INC, GUARANTEES ' I, REFUND I'tirchascr nuty cancel this contract for any reason within 30 (illy, from the above PROVISION ' date and received full rcfun(I of all monies paid herein. In addition, within six months of above (late, if this Contract is not In default, the Purchaser tray personally take a company gulled inspection of the area, and if not entirely i '1608fied, Ile ttltty at that time, on it form provided by the Seller, request aqd re a it full refund of all monies paid herein. 2. NO HIDDEN COSTS' All payments to the Seller arc included in your down payment and monthly payments. 1 3. NO CLOSING COSTS There are no closing costs. Purchaser will pay only for documentary stamps and cost or recording the (Iced, 4. EXCHANGE At any time prior to the delivery of, the deed, purchaser shall have the right to PRIVILEGE exchange or trade the above -described parcel toward the purchase of another avail- tib c parcel of equal or greater price. 5. WARRANTY DEED— Upon .payment in full, a warranty deed to your property will be issued to you. J. INSURABLE TITLE 6. PRE -PAYMENT I PRIVILEGE pe any time, you may, make full or advanced payments on your property without , penalty. GENERAL CONDITIONS' Upon acceptance the following will apply: This Contract is subject to conditions, restrictions, limitations and easements of record, zoning, building, health, sewage disposal and sanitation regulations and laws of the State of Florida and all governmental agencies having jurisdiction thereof, and a reservation by prior owners of all oil, gas and mineral rights. Upon 14 days written notice, this Contract shall be in default if a payment remains unpaid for at least 60 days (if 10% or less o.�..jhis.Contract has been paid), or at least 90 days (if more than 10% but less than--25% of this Contract::h. b e Paid., dr.at`yeast 120 days (if more than 25% but less'than.50%'of this Contract has been paid), or atleast�150"Aysg( more than 50% of this Contract has been paid). Payments shall be applied first to interest, then to principal. if In the event of default, the Contract may be cancelled and in such event the payments thereby received shall be kept and retained by the Seller as liquidated damages. Purchaser acknowledges that this property is not purchas cipal residence. ed with the present intent that it will become the purchaser's prin- Purchaser will pay only for documentary stamps required by law and for recording costs of Deed. Taxes will be advanced by Seller for purchaser's account and repaid annually by Purchaser with interest at the contract rate. Possession of the property and proceeds therefrom are retained by the Seller until final payment of this Agreement is made and Purchaser requests possession., If any monies have been transferred from another Contract to this Agreement, said monies shall be deemed to have been paid pursuant to and be subject to the refund provisions of such other Contract. There shall be no personal liability on Purchaser to make the payments required hereunder. Purchaser acknowledges that he has received a copy of the Florida Offering Statement and the disclosure required by the ' Truth -In -Lending -Act. i If the Purchaser does not receive the Property Report as prescribed by the Cllicc of Interstate Lun(I Sales Reggistration In advance of or at the time of his signing this Contract, then ho may void this Contract, if rho Purchaser recofvos tflo Property Report as prescribed by the 011ice of Interstate I Mid Stiles Regl8tralion less thtltl 48 hours before Ile sighs thl3 Contract; the Purchaser may revoke this Contract within 48 hours after signing it, j 7NY RTY DESCRIBED FIEREIN ............CANNOT BE CONSIDERED USEFUL FOR RESIllENTIAL'OR BUILDING 1 IT IS BEING OFFERED AS UNIMPROVED ACREAGE, UNSURVEYED WITHOUT ROADS, DRAINAGE, j IMPROVEMENTS. EIGHTY PERCENT OF THE PROPERTX IS SUBJECT TO FLOODING DURING THE 1 SON. COUNTY CURRENTLY WILL NOT ISSUE BUILDING PERMITS OR ARE THEY OBLIGATED TO PLAN,T, OR MAINTAIN ANY IMPROVEMENT. , l hURCHASfiR(S)'"AGREES' TO PURCHASE THE ABOVE-DESCRIBED'PROPERTY UPON THE 'TERMS gip{; ,` ;! .•:h r ,.,. .. e SET�OUT ABOVE. \I'PROVED; LAKE LUCIE ESTATES, INC. (If name of spouse is to appear in deed both husband and wife should sign.) By ......................... �Corporatej X (Purchaser) � . I HEREBY CERTIFY thatdate 1 Seal J [.)eared before me and acknowledged a that the tContracctt was eOfficer xecuted for and in behalf this Guaranteed of LAent for Deed personally (Purchaser) ap- .ts and for: the act of said corporation. KE LUCIE E&TATES, INC. \CKNOWLEDGED before me at Miami, Dade County, Florida. Agent:............ , .................... ;j Notary Public, State of Florida FOLIO NO. . ply C r t trument prepared by: MARVIN COWAN > + : ,c �' bept. B. Hilsensp HASER'S COPY3�l�� 1090 N.E. 79th Street' Miami, Florida 33138_ s ti t �Pts ytsz'� /Y d9.0/.s'/9 "E /.39/, 97 A /-"vC SEc, 2�i' 36' yO 3�18. ' -OG/ N g Coe, oF. 23 �W UNPL�TTE,O Lo i s' (O CC IM /I q 30. 0 2 A 2 O V� A T. )�y n � 0 � o tz %o V � 0 l� V 1 /17 I ` Plop/GE ffOs�?� I i<ii �\ / N �, w• l 7 fnp �zo o2 pQ p m z w � n A t T �• \ 30.00' tET �6 /v 690 /3 ' //9 "E 3y7. 79 1 ,Po�OsCD ` j -�� % .,_ t_ V1 3y7, 66 ' BENCH/ Jr 4 0 St. Lucie County Health Unit Environmental Health Site Plan Approved For Construction Supersedes All Previous WAASy�la rE- 0SDS q� S b' LO T // I Reviewer - .4 D T /2 POL E zH, D • a a �I I Ci/isC/ IF AREA OF DRAINFIELD I ,SATURATION FROM ROOF ROOF MUST BE GUTTERS FINAL APPROVAL. 3H7.00 ' �10�'E s�TE sE-.oTiC � 6✓ELG //-D►-96 A�3 �p 4 i9DD SiTEPLh�N �TO�O ./D_�s g� ,4 BOU/V Df3 R ii BJECT TO TO 2�1Ey .sET 7_ .S-O. o /. ' I F O V \ V 2q a 3 H ti n 0 1 11/OTES ALLEN E. BECK SETS A STANDARD MARKER- OF A J" IRON PIPE AND A CAP MARKED PLS 13690 AT ALL CORNERS. UNLESS OTHERWISE NOTED HEREON. SAID MARKER IS SHOWN AS- 0 AND FIELD SURVEYED ON BASIS OF BEARINGS/BEING THE LINE OF -CAr- ?y J6-1✓O i9-4-OW4OIy/V AHBREVIATIONSS (C)-CALCULATED. (M)-MEASURED. (P)-PLAT. (D)-DEED OR DESCRIPTION. (D./U.E.)-DRAINAGE AND/OR UTILITY EASEMENT. (R/W)&RIGIIT OF WAY. (P.C.)-POINT OF CURVATURE. (P.T.)-POINT OF TANGENCY. (P.R.C.)-POINT OF REVERSE CURVATURE. (P.C.C.).POINT OF COMPOUND CURVATURE. (PD.)-FOUND. (C.M.)■CONCRETE MONUMENT. (I.P.C.)■IRON PIPE AND CAP. (I.R.C.)-IRON ROD CAP. (E/P)-EDGE OF PAVEMENT. t -CENTERLINE ,0'-POWER POLE.—///— .OVERHEAD UTILITY LINES. 0 -UTILITY PEDESTAL ® .WELL. amo &SATELLITE DISH. C) (W.M.I-WATER METER. ALLEN E. BECK DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR ANY EASEMENT, RIGHT OF WAY, SETBACKS, RESERVATION, RESTRICTION, OR SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLY VISIBLE ON SITE. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF ABSTRACT TITLE, AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY. THIS SURVEY'IS NOT VALID UNLESS IT IS IMPRINTED WITH AN EMBOSSED JURISDICTIONAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES, IF ANY HAVE NOT BEEN LOCATED, OTHER THAN SHOWN. THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIFICALLY CERTIFIED TO HEREON, AND NO OTHERS. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATIONS (FEMA) FLOOD INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE "A-f/" COMMUNITY PANEL I /202d5- D283F DATED 3 =/7= J/ . BASE ELEVATION /7, O DATUM OF ELEVATIONS SHOWN IS . _ &6 Vy '?,I AND IS SHOWN IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SETBACKS PROPOSED AND EXISTING UTILITIES, AND ALL PROPOSED IMPROVEMENTS SHOWN HEREON PRIOR TO CONSTRUCTION. GAL DESCP-1A75/OIV TRACT 318 The North 165 feet of the South 990 feet of Lot 5 of Block 2, Section 24, Township 36 South, Range 40 East, Plat No. 1 of St. Lucie Gardens I recorded in Plat Book 1 at Page 35 of the Public Records of St. Lucie County, Florida. Subject to the East 50 feet and West 30 feet for road, utility and drainage purposes. C-ER7-/F/ Ep To % AN G 644 U%IV 7'0N k I LOT/3 SURVEYOR'S CERTIFICATE I HEREBY CERTIFY TO THE BEST -OF 14Y.BELIEF THIS SURVEY MEETS THE MINIMUM TECHINICAL STANDARDS FOR SURVEYING AS PER CHAPTER 21HH-4. I1F THE" F.A.C. SUBJECT TO ALL NOTES AND NOTATIONS.-MaW HEREON. ALLEN E. BECK, F,.L.S. #3690. DATE a *ALLEN E, BECK* PROFESSIONAL- LAND SURVEYOR 270 BANYAN DR. PORT ST. LUCIE, FL. C407) 340-1432 3'Y95Z SCALE / ' y0 JOB NO 93 -i193 F.B. _ 5 L- / 7 PAGE 72, 1? 1 72