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HomeMy WebLinkAboutSUBMITTED PAPERWORKPLEASE PRINT. DO NOT COMPLETE SHAPED4AREAS. DATE: i-nl NEC -6 F;" Q. 4-1 PROJECT INFORMATION PROJECT ADDRESS: C'l��A�j/a p2tV r, lli GCEF(_ 4!9 `fiZ SITE PLAN/PROJECT NAME: Tj2>aU 12GSlCJt✓NG SUBDIVISION:=)NpIAN ([jI/k(L ES,TA 5 ( mir LOT: -7 BLK: ?o) PARCEL DIMENSIONS: R(LF..GU(A(L G`5,55tx 1¢0.1` X 1 6-0'x 171.3` �zL " y PROPERTY TAX ID # 3¢02 CIO 0272 0003 PARCEL SIZE (ACRES OR SQ. FT.) le63 AG2r LEGAL DESCRIPTION: LOT -7 RLOC.K 79 ACCptZDtni R..11/ErL 1'' AT9S W,3cr N)t1� fS 2 C012t7En'i�u` PL1i' t?nnaC /py i�AGr_ ?� OF 7t4Fi- P(i GI -I C M G02DS OE sr I. C.1 T Coil "� 1 CA OWNER NAME: MR. z mym. 2LG(dQ RP C. TIZEu ADDRESS: 17&2 t3C2Ks14lLZE CITY: STATE. ZIP: 340I�i 2 PHONE #: (4d? ) �i7i7 (s2$g IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE': - ZIP: s ♦ e Yes Date Ilia PERMIT INFORMATION LOCATION: PAFA'e4 MIMI' FTi�/ FL 34--1bZ LOT SIZE. DIMENSIONS: +` BUILDING SETBACKS (ACTUAL):, FRONT &O,UI REAR 4.2.01 R.SIDE 14,Ot L.SIDE 147,Ot J SQUARE FOOTAGE. OF CONSTRUCTION: AIC— 14-94; GARAGE-470 TOTAL 10173 Sq. V'F •.�. DESCRIPTION OF WORK: MCIJ (3) 13St7g=60M, CZj VAT-Mi (2) Cdrz 6/.12A (1) 4yrLY :-_PROPOSED USE: SIuGLE 1%S►R(lJ{ DWrLLING TYPE OF CONSTRUCTION: (CHECK ALL APPROPRIATE AREAS) RESIDENTIAL: ✓ OOMMERCIAL: INDUSTRIAL: OTHERc. NEW CONSTRUCTION: ✓ EXPANSION OF -EXISTING BLDG: 4 INTERIOR R ��E yyMODELING:, OTHER (SPECIFY): I BST�:COST:�T_�D.GL'i3,liG I d STATE OF FLi)$.%CERT�f� GCsL009$%9 / COUNTY:'CERT # $ZOS .- 3 -CONTRACTOR NAME: J,Q.E12 �s ADDRESS:, 6,[OF, `o(SCC4 D12 }} \/ CITY: ET-. ' j�1�2GF STATE "F( . £. ZIP: 34ci'i2 PHONE _( 67) 4(e4 74-S& a ( 'ARCHIT/ENGINEER: w^wU; ..ADDRESS: CITY: ZIP: BONDING COMPANY: ADDRESS: CITY: j STATE, OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMITcANNC_ Authority: Chapter 381, FS IBY Chapter 10D-6, FAC 8f. LOCG3 �p6, Applicant el Tr i..re Permit Number `Y PART I - SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVAL Treatment Tank Minimum Draintrench OR Minimum Absorption Size Bed Size Septic tank or Grease interceptor Square Feet _3 7S_ 7S 3Square aerobic unit gallons gallons Feet Septic tank or !'L) aerobic unit gallons Dosing tank gallons Square Feet Square Feet Graywater tank gallons Square Feet Square Feet Laundry waste tank gallons Square Feet Square Feet Other Requirements: (a) Installation must be in accord with requirements of chapter 10D-6, FAC. (b) A system construction permit is valid for a period of one calendar year from date of issue. (c) Final installation inspection and ap r val is required before the system is covered. �� (d) Invert of stub -out for©USc to be 24Uc L TCoAD benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for et'o be benchmark. (e) Fill quality and quantity: �/ x 22/ K J / C 12-/ i�0 EXCAVATION MUST BE CHECKED BY THIS DEPARTMENT PRIOR TO DRAINFIELD INSTTALLATION. 7" pp tNf'// ' dp hks- gc AocniA QLA-Dci) � pen- Fh-C. &rDeLmies ✓iZA-r heb to 11e1AAj,,, A-T- %Of oFF OE 'Dft-g�cJ�-�IY �INI S (f) Other: TF ARRA r1F nRATNFTF.TD Is g1mTFCT Tn gATTTRATTON FROM ROOF DRATNACF.. ROOF MUST BE GUTTERED PRIOR TO FINAL APPROVAL. System design and specificatio Title FS...u— `Construction authorized by: Date 1 3 County Public Health Unit Note: Completed copies of tMs form will be provided to the applicant, installer and the building department. AUDIT CONTROL NO. 106628 SQUARE MILE Z HRS-H Form 4016, Feb 65 (Obsoleted previous editions which may not be used) (Stock Numben6/44-001-t016U) I Page 1 of 2 SN: 1813 -4 r FLORIDn ENEIGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program - Residential Paint System Method Version 1.0 January, 1991 Department Of Community Affairs Printout generated by EPI91 and,submitted in lieu of Farm 900-A--91 THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1, 1001 PROJECT NAME: TREY RESInVNGE 1 PERMITTING OFFICE: AND ADDRESS: rAPAYA ov-WC -------------------------------- __E_T._PIrIZGE FL_�{ ..... -LIMATE ZONE: 4 5 6 BUILDER: J.A. (.JElt2 I PERMIT G EIaEfLAl NO.: _�A1TM1AGaR -_------ OWNER: __MR. Y4RS. tLtc•U�4P? G. -► itF-O I JURISDICTION NO.: ------------------------------------------------------------------------------- C:OMPONENT: DIMENSION: VALUE: EATING: VALUE: OFFICIAL CHECKLIST STRUCTURE TYPE: Single -Family PREDOMINANT EVE OVERHANG Length: 2.00 PORCH OVERHANG Length: 33.00 WINDOWS Single Clear Total Area 389.40 All Vertical Glass Total Area 389.40 All Skylight Glass Total Area .00 WALLS Ext Wood Frame Area: 999.00 R-Val: 11.00 Ad.j Woad Frame Area: 175.00 R-Val: 11.00 _ DOORS E•rt Wood Area: 20.00 Ad.j Woad Area: 17.00 CEILINGS FLAT Under Attic Area: 1215.00 R-Val: 19.00 FLOORS Slab -on -Grade Perimeter: 200.00 R-Val: .00 DUCTS Unconditioned Space Length ALL R-Val; 4.20 COOLING Central A/C SEER: 9.00 HEATING Heat Pump COP: 2.80 HOT WATER Electric EF: .90 Bedrooms: 3.00 INFILTRATION' Conditioned Floor Area: 1495.00 Pract: 2.00 AS BUILT POINTS f BASE POINTS 100 = EFL 30,307.BB 30,926.16 98.00 GLASS TO FLOOR AREA RATIO = .2605 In Accordance with Sec. 553.907 F.S., I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code, OWNER/AGENT: DATE:- 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: 0 • r ** PRESCRIPTIVE MEASURES (Must be met or exeeded by all residences) **. COMPONENTS SECTION REQUIREMENTS WINDOWS 904.1 Maximum of 0.34 CFM per linear foot of operable sash crack. EXTERIOR & 904.1 Maximum of 0.5 C•FM per sq. ft. of door area. Includes ADJACENT DOORS sliding glass doors, solid core, wood panel, insulated, or glass doors only. ------------------------------------------------------------------------------- EXTERIOR.. JOINTS 904.1 To be caulked, gasketed, weather stripped or other- & CRACKS wise sealed. ------------------------------------------------------------------------------- WATER HEATERS 904.2 Must bear label indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re- quirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in heat trap must be provided. ------------------------------------------------------------------------------- SWIMMING POOLS 904.3 Spas and heated pools must have covers (except solar & SPAS heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal ----------- efficiency of 78 7------------------------------------------------------------------- HOT WATER 904.4 Insulation is required only for recirculating systems PIPES In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear Ft. of pipe. ------------------------------------------------------------------------------ SHOWER HEADS 904.5 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. HVAC DUCT 903.2 Constructed in accordance with industry standards & CONSTRUCTION 904.6 local mechanical codes. Ducts in unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. HVAC CONTROLS 904.7 Separate readily accessible manual or automatic thermostat for each system. ---------------------------- •-------------•-------------------------------------- INSULATION 904.9 Ceilings minimum R-19. Common Walls - Frame R-11 or CBS R-3. Frame Common Ceilings & Floors R-11. ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** ----------------------------------------------- COMPONENTS REQUIREMENTS PRACTICE #2 Comply with Practice #1 and the following. -------------------------------------------------------- -_---------------------- Exterior Walls &< Floors Top plate penetrations sealed. Infiltration barrier installed. Sole plate/floor joint caulked or sealed. 'Exterior Walls &< Penetrations, joints and cracks on interior surface Ceilings caulked, sealed, and gasketed. DuctWorF; Ductwork: in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903.2 (f). Combustion Appliances Provided with outside combustion air. a - o SUMMER CALCULATIONS = RASE ___ __= AS -BUILT BLASS---------------- 1 ORIEN AREA r, BSPM = POINTS 1 TYPE SC ORIEN AREA r. SPM x SOF = POINTS N 152.00• 47.8 7265.6 1 SGL CLR N 54.0 51.0 .76 2090.0 1 SGL CLR N 32.0 51.0 .80 1310.2 1 SGL CLR N 66.0 51.0 .BG 2904.9 E 57.00� 102.0 5814.0 1 SGL CLR E 33.0 109.2 .84 3019.0 1 SGL CLR. E 20.0, 109.2 .82 1800.3 1 SGL CLR E 4.0 109.2 .55 241.4 S 104.50' 90.9 9499.0 1 SGL CLR S 40.0 -100.2 .74 2952.E 1 SGL CLR. S 10.3 100.2 .39 402.5 1 SGL CLR, S 9.9 100.2 .52 511.4 1 SGL CLR S 4.0 100.2 .42 169.4 1 SGL CLR, S 26.0 100.2 .39 1016.0 i SGL.CLR S 14.3 100. .25 358.2 W 75.901 102.0 7741.8 1 SGL CLR W 66.0 109.2 .84 6038.0 1 =-------------------------------------------------- SGL CLR W 9.9 109.2 .65 706.3 -------------- -------------- .15 x C:OND.,FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR. • POINTS POINTS 1 POINTS ------------------------------------------------------------------------------- .15 1,495d00 389.40 .576 30,320.45 17,4G1.12 1 23,520.25 NON GLASS------------ 1 AREA x BSPM =POINTS 1 TYPE R-VALUE AREA x SPM = POINTS ----------- 7------------------------------------------------------------------- WALLS---------------- 1 Ext 999.01 1.0 999.0 1 Ext Wood Frame 11.0 999.0 1.90 1898.1 Adj 175.0! ,7 122.5 1 Adj Wood Frame 11.0 175.0 .70 122.5 DOORS--------------- 1 Ext 20.0' 4.8 96.0 1 Ext Wood 20.0 7.20 144.0 Adj 17.0 1.6 27.2 1 Adj Wood 17.0 2.40 40.8 CEILINGS------------- 1 UA 1215.01 .6 i 729.0 1 Under Attic 19.0 1215.0 1,i0 1336.5 FLOORS ----- =--------- 1 Slb 200.0' -31.8 -6360.0 1 Slab -on -Grade .0 200.0 -31.90 -6380.0 INFILTRATION--------- 1 1495.0• 10.9 16295.5 1 Practice #2 1495.0 10.90 16295.5 ---------------------------------------------------- TOTAL SUMMER POINTS 1 29,370.32 1 36,977.65 -------------------------------------------------------------------------------- TOTAL x SYSTEM = COOLING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = C:OOLING SUM PTS MULT POINTS 1 C:OMPON RATIO MULT MULT MULT POINTS -----------=------------------------------------------------------------------- 29,370.32 1 .42 12,335.54 1 36,977.65 1.00 1.100 .377 1.000 15,321.07 I WINTER CALCULATIONS BASE ___ __= AS -BUILT GLASS ------ I--------- 1 ORIEN AREA x BWPM = POINTS 1 TYPE SC ORIEN AREA x WPM x WOF = POINTS N 152.00, 15.6 851.2 E 57:00: -5.6 -319.2 S 104.50'. I -14.0 -1463.0 i W 75.90 -5.6 -425.0 ----------------- .15 x COND. FLOOR AREA SGL CLR N 54.0 9.6 1.15 593.9 SGL CLR N 32.0 9.6 1.12 344.2' SGL CLP. N 66.0 9.6 1. C>8 686. 5 SGL CLP, E 32.0 -2.2 .12 -8.9 SGL CLR E 20.0 -2.2 .05 -2.1 SGL CLR E 4.0 -2.2 -1.73 15.2 SGL CLP. S 40.0 -10.9 .79 -343.0 SGL CLR S 10.3 -10.9 -.13 14.6 SGL CLR S 9.9 -10.9 .40 -43.2 SGL CLR S 4.0 -10.9 .01 -.5 SGL CLP, S 26.0 -10.9 -.13 36.8 SGL CLR S 14.3 -10.9 -1.09 169.9 SGL CLR W 66.0 -2.2 .12 -17.7 SGL ------------------------------------------------ CLP. W 9.9 -2.2 -.96 20.9 / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA FACTOR. POINTS POINTS 1 POINTS ------------------------------------------------------------------------------- .15 1,495.00 -389_40-------.576-----1,356_04-------780 d------1,466_77 NON GLASS---'--------- 1 . AREA x BWPM = POINTS '1 TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- 1 Ext 999.0 1.1 109B.9 1 Ext Wood Frame 11.0 999.0 2.00 1998.0 Adj 175.0 1.8 315.0 1 Adj Wood Frame 11.0 175.0 1.80 315.0' I. DOORS ----------------- E/t 20.0 5.1 102.0 1 Ext Wood 20.0 7.60 152.0 Ad.1 17.0 '- 4.0 68.0 1 Adi Wood 17.0 5.90 100.3 C:EILINGS------------- 1 UA 1215.0 I .6 729.0 1 Under Attic 19.0 1215.0 1.00 1215.0 FLOORS--------------- 1 Slb 200.0 -1.9 -380.0 1 Slab -on -Grade .0 200.0 2.50 500.0 INFILTRATION',--------- 1 1495.0 4.1 6129.5 1 Practice #2 1495.0 4.10 6129.5 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL WINTER,POINTS 1 7,281.48 1 11,876.57 TOTAL x SY------------------------------------------------------------------- STEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MOLT POINTS 1 COMPON . RATIO MULT MULT MULT POINTS 7,281.48 i.10 8,009.62 1 11,876.57 1.00 1.100 .355 1.000 4,637.80 U p F ' F WATER HEATING BASE __= 1 =_= AS —BUILT -------------------- ------------------------------------------------r-- 41UM OF x MULT = TOTAL 1 TANK. VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS 1 PATIO MULT ----------------------------------------------------=-------------------------- 3 3527.0 10,581.00 1 40 .90 1.000 3445.7 1.00 10v34.3.00 ------------------------ •�#�t-gat•�***�-*•�**�-•��•�••x•��•#��•��••�#�•-�t�-atatxx##*•��*•�#•��-•�•�at•�•�a��•�•�•�•� �atatatat-�•�*•�*�•�•��••�•�#at•�•�at�••� SUMMARY �t*�*+*et*�-atat•***ate-* •�#*##�••��•�•�•x••�* •��-•�� •�•�� #*�•�•a��••�# �•*�-�t*�-*at•�# *��aF� �*�****a�*#*#•�at•�x••��••� ===.BASE __= 1 __= AS —BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS 1 POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 12335.5 8009.6 10581.0 30,926.16 1'•15321.1 4637.8 10349.0 30,307.88 --------------------------------------------------- # EPI = 58.00 FEDERAL' FPC'2i1T,1991 ENGINEERING & TESTING 1300 N.W. 33PD STREET POMPANO, FLORIDA- 33064 FIELD DENSITY TESTS OF COMPACTED SOILS SCANNED PROCTOR COMPACTION TEST BY DATE: DECEMBER 21, 1991ORDER NO. PERMIT NO. 91-1674 9�1-�f;f911f7� • CLIENT: J.A. WEIR ADDRESS: 6108 YUCCA DRIVE, FORT PIERCE, FLORIDA 34982 PROJECT: PROPOSED RESIDENCE - BASE OF FOOTINGS LOT 7, BLK 79, UNIT 9 ADDRESS: 5708 PAPAYA DRIVE, ST. LUCIE COUNTY, FLORIDA CONTRACTOR: J.S. WEIR SAMPLED BY: JW TESTED BY: KL REPORTED TO: CLIENT LAB NO.D- 6050 LOCATION: NW CORNER OF FOOTINGS LAB NO. D- 6051 LOCATION: SE CORNER OF FOOTINGS LAB NO.D- 6052 LOCATION: SW CORNER OF FOOTINGS FIELD DENSITY METHOD A.S.T.M. D-2922 LABORATORY NO. D- 6050 ID. 6051 D- 6052 TEST NUMBER 1 2 3 DEPTH 1211 12" 12" DRY DENSITY P.C.F. IN THE FIELD 104.1 104.5 103.9 • MOISTURE 11.9 11.7 11.5 %COMPACTION IN THE FIELD 98.3 98.6 98.1 • COMPACTION REQUIREMENT BY SPECS 95% 95% 95% PROCTOR VALUE, P.C.F. 106.0 106.0 106.0 LABORATORY NO. P- 1468 P- 1468 P- 1468 OPTIMUM MOISTURE 12.3 % MATERIAL: BROWN SILICA SAND REMARKS: ALL TESTS RESULTS COMPLY WITH SPECIFICATIONS UNLESS OTHERWISE NOTED WITH AN ASTERISK('). REPORTED BY: JW CHECKED BY: WN As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, andauthorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 112 110 108 106 104 102 PROCTOR T-180 A.A.S.H.T.O. METHOD C a/a MOISTURE DRY DENSITY ✓;I 8.8 101.2 13.0 105.9 15.8 100.3 11'FrTI RUrNI ENTA P- MMMOM M�■MENNEMMM� MMOMMONEWEE MEMMEMEN.MMEMEN MMEEMENEMEM MMEMEMMEMEM MENEWMEAMEN MENEWMENIUME MEMEMMEELIMMWENUMMENRUM0 ■■VOMMEEMMUM ■NUMMME■NEWE ■moon©000©o■ 8 10 12 14 16 GRADATION TEST % Passing 3/4" Sieve 100 % Respectfully submitted, SAM S: NAAMANI,•P.E. FEDERAL ENGINEERING & TESTING FEDERAL �� �. ��I, -_ ,III DEC 2 61991 ; ENGINEERING & TESTING = I 1300 N.W POMPANO, FIELD DENSITY TESTS OF COMPACTED SOILS PROCTOR COMPACTION TEST DATE: DECDIBER 21, 1991ORDER NO CLIENT: J.A. WEIR 91-1674 33RD STREET FLORIDA 33064 PERMIT NO. 91-06752 ADDRESS: 6108 YUCCA DRIVE, FORT PIERCE, FLORIDA 34982 PROJECT: PROPOSED RESIDENCE — BASE OF FOOTINGS ADDRESS: 5708 PAPAYA DRIVE, ST. LUCIE COUNTY, FLORIDA CONTRACTOR: J.S. WEIR SAMPLED BY: JW TESTED BY: KL REPORTED TO: CLIENT LAB NO. D- 6050 LOCATION: NW CORNER OF FOOTINGS LAB NO. D- 6051 LOCATION: SE CORNER OF FOOTINGS LAB NO. D- 6052 LOCATION: SW CORNER OF FOOTINGS FIELD DENSITY METHOD A.S.T.M. 0-2922 LABORATORY NO. D- 6050 D- 6051 D- 6052 TEST NUMBER 1 2 3 DEPTH 12" 12" 12" DRY DENSITY P.C.F. IN THE FIELD 104.1 104.5 103.9 % MOISTURE 11.9 11.7 11.5 % COMPACTION IN THE FIELD 98.3 98.6 98.1 % COMPACTION REQUIREMENT BY SPECS 95% 95% 959 PROCTOR VALUE, P.C.F. 106.0 106.01 106.0 LABORATORY NO. P- 1468 P- 1468 P. 1468 OPTIMUM MOISTURE 12.3 % MATERIAL: BROWN SILICA SAND REMARKS: ALL TESTS RESULTS COMPLY WITH SPECIFICATIONS UNLESS OTHERWISE NOTED WITH AN ASTERISK('). REPORTED BY:` W CHECKED BY: WN As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 112 110 108 106 104 102 PROCTOR T-180 A.A.S.H.T.O. METHOD C MOISTURE DRY DENSITY 8.8 101.2 13.0 105.9 15.8 100.3 100% Maximum Dry Density(" 106.0 Ibs./cu. ft. 8 10 12 14 16 GRADATION TEST '0% Passing 3/4" Sieve 100 % Respectfully_ su_bmitled, SAM S.'NAAMANI; P.E. FEDERAL. ENGINEERING &TESTING Thi§ Warranty Deed ►qj W0.1 1p1 Made this `� �Q day of by M. JANE SPENGLER G�r'y�et A.D. 19 9/ hereinafter called the 1prantoi, to 1141414 RICHARD C. TREU AND EDITH MARIE TREU, HIS WIFE . 1141414 -91 (ET 23 P2 36� whose post office addrm he 1762 BERKSHIRE BLVD g PORT ST. LUCIE, FLORIDA 34953 heriiMetr ceaffed We Ni090-14-9741 103-1674033 (Wacener o aertin me ft.'putoe aed'paeke Mods .e see yanks to 0k InOrnmeat snd toe aW4 kpt raprta[ekthsa end a dV. of Us"" and ab waer m sad awipn of —PC' does) Witnesseth, that the greater, for and in comiderd)Lm of the sum of f 10 00 , and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, (sargum, sells, liens, remises, relosaca, comsys and confuses unto the'grantee,}II that certain land situate in ST. LUCIE County, Flmids, viz: LOT 7,. BLOCK 79. INDIAN RIVER ESTATES UNIT NINE, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, PAGE(S) 74 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SUBJECT TO Covenants, restrictions, easements or record and taxes for the current year. Said property is not the homestead or the Grantor(s) under the laws and constitution or the State of Florida in that neither Grantor(s) or any members of the household or Grantor(s) reside thereon. Parcel Identification Nssmber:3492-610-0272-000/3 Together with all the tenements, herc6taseea t and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple former. And the grantor hereby covenants with said grantee that the grantor is lawfully sciuA of said land in fee simple; that the grantor has good right and lawful authority to sell and eomey said land; that the grantor hereby fully warrants the title to said land and will defend the same agaimt the lawful claims of all persons whom ocmer, and that said land is Gee of all encumbrances except tries accruing subsequent to December 31, 19 90 In Witness Whereof, the said grantor has signed and sealed these presents the day and year Gras alcove written. Signed, seated and delivered in our presence: t L Stale of County of —i� /—'ZC4C' % . n . JANE S ENG R n lsex roe s oou,us onoN Da. Auump f A. Lai. Ceu�l �iV�;�>•�%ram c"� W rat s er all n/ _ D.aav uwt I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgment; personally appeared M. JANE SPENGLER to the known to be the persons) described in and who esecuted the foregoing instrument and acknowledged before me that executed the same. day ord�my hand and official seat in the County and State last aforesaid this �' o'c J , A.D. 19'IZ PREPARED BY: VERONIKA SWORDS d First American Title Company g0Etl County, Inc. �,si�'p ........ 2014 BE. Port r^ . Lucie Blvd i Port St. Lucie, Florida. 349II3;::�1gTARr'••_�:;' File No: P1090036 sA%OT R RETURN TO:FIRST AMERICAN `�0 °�� "F�,c'1E539 OhlB OZ6 FEDERAL EMEROENOVIMANAGEMENT AGENCY ;� NATIONAL FLOOD INSURANCE PROGRAM POST t NSTRUCTION ELEVATION CERTIFICATE/FLOODPROOFING CERTIFICATE COMMUNITY NUMBER St. Lucie Co., F1. (UNINCORPORATED AREAS) 120285 INSTRUCTIONS The registered professional engineer, architect, surveyor or community permit official completes Section I below. Section 11 may be completed by any of the professionals listed at the beginning of Section II, or by a similarly qualified local permit official. Print -or type the information on this form. This form is to be used for new (POST -FIRM) construction and for substantial Improvements to existing structures In Zones AI-A30, AH and VII-V30 and existing (PRE -FIRM) buildings to be rated under POST -FIRM rules and rates. SECTION I (TO BE COMPLETED BY COMMUNITY PERMIT OFFICIAL) PROPERTY ADDRESS (or lol and block numbers H address is unavailable) Treu, Richard C 5708 Papaya Dr. (NAME: Weir, James A 13]?# 91-06752 FIA MAP PANEL ON WHICH PROPERTY IS LOCATED FIA MAP ZONE IN YINICH PROPERTY IS LOCATED 281 AH zIA MAP EFFECTIVE DATE BASE FLOOD ELEVATION AT THE PROPOSED SITE February 19, 1991 17" START OF CONSTRUCTION DATE Name and Title PHONE (with Area Code) 12/91 Ter L. Virta—Community Development D468-1553 ADDRESS 2300._Virginia Ave., Ft, Pierce, F1. 33450 Date SECTION II INSTRUCTIONS ' Complete only the Elevation Certification unless the building has been floodproofed at least to the base flood elevation. It floodproofing is used, complete only the Floodprooflng Certification. 'The Elevation Certification may be completed by a registered professional engineer, architect, or surveyor. The Floodproofing Certification may one be completed by a registered professional engineer or architect. ELEVATION CERTIFICATION I certify that the building at the property location described above has the lowest floor at an elevation of Laws ao a' GaeaU feel, NGVD (mean sea level). bl IfIR� I FLOODPROOFING CERTIFICATION I certify to the best of my knowledge, information, and belief; that the structure is designed so that the structure Is watertight to an elevation of feet NGVD (mean sea level), wfth walls substantially impermeable to the passage of water and structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy that would be caused by the flood depths, pressures, velocities, impact and uplift forces associated with the base flood. In the event of flooding, will this degree of floodproofing be achieved with human intervention?+ Will the structure be occupied as a residence? If the answer to both questions is Yes, the floodproofing cannot be credited for rating purposes and the elevation certification must be completed inslead. 'Floodproofed with hum I n intervention means that water will enter the structure when floods up to the base flood level occur, unless measures are taken prior to the flood to prevent entry of water (e.g. bolting metal shields over doors and windows). CERTIFIER'S NAME AFFIX SEAL OR WRITE PROFESSIONAL LICENSE NO. BELOW: F} TITLE �Ro Ii;55tol.fa� LAIF3t7 Sue_v o1= ADDRESS 5u, F lmcepo Swo . �oeT sf. t_ucrt , �� 34 `f e4 L- PLS. 4 t t-3- 9y (Silinature) (Dale) Tfv Insurance agent atlachos the second copy of the completed form to the flood Insurance policy application lot new (POST -FIRM) construction or substantial improvements. Be sure, that the second copy Is certified. BOARD OF -COUNTY COMMISSIONERS i I M P O R T A N T ST. LUCIE COUNTY FLOOD HAZARD NOTICE BUILDING PERMIT 91-0 7^c CONTRACTOR OWNER Treu, Richard C] N O T I C E THIS NOTICE IS TO INFORM YOU THAT YOUR PROPERTY IS IN A FLOOD HAZARD ZONE. THIS MEANS THAT THE ELEVATION OF THE FIRST FLOOR MUST BE SET AT 171 FEET, NGVD (MEAN SEA LEVEL) OR 18" ABOVE THE CROWN OF THE ROAD, WHICHEVER IS GREATER. NO CONSTRUCTION IS TO PROCEED BEYOND THE 1ST FLOOR/SLAB INSPECTION, OR JUST PRIOR TO THE SECOND FLOOR POUR OF A MULTI -STORY STRUCTURE, UNTIL THE REQUIRED ELEVATION CERTIFICATION HAS BEEN COMPLETED BY A REGISTERED SURVEYOR, AND RECEIVED AND APPROVED BY THE BUILDING DIVISION OF THE ST. LUCIE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT_ VIOLATION OF THE REQUIREMENT WILL RESULT IN THE SCHEDULING OF A PUBLIC HEARING BEFORE THE ST. LUCIE COUNTY CODE ENFORCEMENT BOARD. THE BOARD IS EMPOWERED TO LEVY A FINE NOT TO EXCEED $250.00 PER DAY FOR EACH DAY THE VIOLATION CONTINUES. A FINE OF NOT TO EXCEED $500.00 PER DAY MAY BE LEVIED FOR A REPEAT VIOLATION. THE FINE MAY BECOME A LIEN UPON THE REAL OR PERSONAL PROPERTY OF THE VIOLATOR. THE ELEVATION CERTIFICATION MAY BE SUBMITTED ANY TIME WITHIN 21 CALENDAR DAYS FROM THE ABOVE; HOWEVER, NO FURTHER CONSTRUCTION SHOULD TAKE PLACE, NOR WILL ANY INSPECTIONS BE MADE UNTIL THE REQUIRED CERTIFICATION HAS BEEN RECEIVED AND -APPROVED. SIGNATURE DATE HAVERT L FENN. Distria No. 1 . JUDY CULPEPPER, Disiria No. 2 . JACK KRIEGER. Dignor No. 3 . R. DALE TREFELNER. Disrria No. 4 . JIM MINIX. Distria No. 5 CounrY Administrator — JAME5 V. CH15HCLM 2300 Virginia Avenue . Fort Pierce, FL 34982-5652 Director: (407) 468-1590 • Building: (407) 468-1553 • Planning: (407) 468-1576 Zoning: (407) 468-1553 . Code Enforcement: (407) 468-1571 PORT ST. LUCIE TELEPHONE NO. (407) 878-4898 FOR OFCICE USE ONLY g� SCANNED SPECIAL APPROVALS Y _ VEGETATION REQUIRED DATE RECEIVED NOTY ✓ ENVIRONMENTAL �— PLANNINGSITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION �— FL DNR (CCCL) FL DOT - SLC STORMWATER PER MANGROVE ALA' SEA TURTLE PROT REQUIRED FEES BP VALUE $�a. PLANS EXAMINING FEE ,$ / /RADON FEE-_�cj,q 3 - C OF C FEE $ d0 ROAD IMPACT FEE $ pis, ROAD IMPACT DISTRICT ,5 1 O --� ROAD IMP L'T ZONE ROAD IMPACT CREDIT: YES: NO: .SCHOOL IMPACT FEE $_ T� L O� DATE PAID- CHK# SCHOOL IMPACT CREDIT: YES: NO: — SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV_ FEE $ DATE PAID: CHK# "A LT_ DEV_ FEE ZONE: GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/CENCE ROOF DRIVEWAY 1 / \_—_LOT I SUB PERMITS REQUIRED ZONING CHUCKS NOT REQUIRED COVERAGE A-- EASEMENT ®10� SPLITS ht