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HomeMy WebLinkAboutSepticoc-) 7S- STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM RECEIVED CONSTRUCTION PERMIT FOR: APPLICANT : (Vegas Homes New FEB 0 5 2021 Permitting Department St, Lucie County . PROPERTY ADDRESS: 960 GOPHER RIDGE Rd Fort Pierce, FL 34982 LOT: 28, 29, 30 & 31 BLOCK: PROPERTY ID #: SUBDIVISION: PERMIT #:56-SF-2207062 APPLICATION # : AP 1602755 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1496748 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTI 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARAN7 SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY I PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND Vol ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERA STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD SeDtic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ I D [ 667 ] SQUARE FEET ( Bed SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [] N F LOCATION OF BENCHMARK: Bent Nail on Power Pole with orange paint west side of property. I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: [24.00] INC ° 1The system is sized for 4 bedrooms N 400 gpd. The septic tank must be 75 T H E R [ 21.501[ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT [ 15.501E INCBES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT is EXCAVATION REQUIRED: [ ] INCHES i a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of or greater from the potable well. SPECIFICATIONS BY: Todd A Reinhold TITLE: Environmental Specialist II APPROVED BY: e� TITLE: Environmental Specialist II St. Lucie C] Todd A Reinhold DATE ISS r 01/05/2021 EXPIRATION DATE: 07/05/2022 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 14.4 AP1602755 SE1454504 NOTICE OF RIGHTS A party whose substaritial interest is affected by this order may petition for an administrative hearing pursua�It to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Mule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 856-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by:': the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. HF.WH PAYING ON: RECEIVED FROM: PAYMENT FORM: St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 Marshall PSM MAIL TO: (Vegas Homes Construction) FACILITY NAME: PROPERTY LOCATION: 960 gOPHER rIDGE Rd Fort Pierce, FL 34982 CONSTRUCTION APPLICATION #: AP1602755 AMOUNT PAID: PAYMENT DATE $ 545.00 11 /20/2020 28, 29, 30 & 31 Lot: Block: Property ID: 3404-805-0028-000-2 I EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection. 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 RECEIVED BY: AdamsC iAUDIT CONTROL NO. 56-PID-4793816 STATE OF FLORIDA PERMIT NO. v DEPARTMENT O HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT # : APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [v"] New System [( Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: VEGAS HOMES CONSTRUCTION 3 , AGENT : STEVEN D. MARSHALL , PROFESSIONAL SURVEYOR MAPPER TELEPHONE: 772-940-1382 1 MAILING ADDRESS: 2062 SE TRIU14H ROAD, PORT SAINT LUCIE FLORIDA. I TO BE COMPLETED BY APPLICANTIOR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 28-31 BLOCK: N/A SUBDIVISION: J.A. SMITHS SUBDIVISION PLATTED: 1907 PROPERTY ID # : 3404-805-0028-000-2 ZONING: SF RES I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 0.62 ACRES WATER SUPPLY: [,(] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] PROPERTY ADDRESS: 960 GOPHER RIDGE RD DISTANCE TO SEWER: N/A FT DIRECTIONS TO PROPERTY: WEST FROM US 1 ON MIDWAY ROAD TO OLEANDER AVENUE. SOUTH ON OLEANDb BUILDING`INFORMATION I[v/] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 SINGLE FAMILY HOME 4 2,485 2 3 4 [ ] Floor/Equipment Drains. [ ] Other (Specify) SIGNATURE: �Y'� '� J . �t' L"'��'�1cI `4S i`-fL Lr� K �j �r DATE: DE 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 of E cs STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE- PAID: 'a ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: ........... ';,, SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [ ] New system [ Exiistng System [ :] Holding Tank [ ] innovative t ]. Repair [ ] 'Abandonment [ ] Temporary [ f I Plan Review APPLICANT: sLG) (% I \� r S `��!^ YlJ 1 tar, Ij Z fie` r� n AGENT- r�'� 1��' .Il . 1/�`�.V �1 ' . `i " 1 �LI Ni1 Y)� l�} L'� \'P � �� Q1J , �kp,• TELEPHONE. - MAILING ADDRESS.: TO BE COMPLETED: BY APPLICANT OR APPLICANT':S.AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT ITO 4.8.9:105(3)(m) OR 489.55 - 2., FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO 'PROVIDE DOCUMENTATION OF THE DATE THE'LOT WAS CREATED OR PLATTED (MM/DD./YY) IF REQUESTING. CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: BLOCK: SUBDIVISION: PLATTED:. PROPERTY ID ZONING I/M OR EQUIVALENT.: [ Y / N ] PROPERTY SIZE- ACRES WATER SUPPLY. [ ] PRIVATE PUBLIC [ 1<=2000GPD [ 1>2.000GPD 25 SEWER AVAILABLE AS 'PrE]k 381,006'5, FS? [ Y ] DISTANCE TO SEWERS FT PROPERTY ADDRESS: .DIRECTIONS: TO PROPERTY: BUILDING INFORMATION ['RESIDENTIAL [ ]. COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sgft Table I., Chapter 64E-6, FAC 2276, 3 4 [ ] Floor/Equi m t Drains [ ] Other (Specify) SIGNATURE: DH 4015, 0:8109 (03isclje.tfes previous editions which may not be used) Incorporated 64E-6.001, FAC 1 DATE:: Page 1 of 4 Y " 4JVLV44lli� 57LLV�Y�Y 5 3o E abva ova '100'9-369 :pajesodxooul (pasn aq qou Aem qo._ suozgrpa snoina= sa49TosgO) 60/80 '9T06 RU )10 w tRIBOH 10luauqjedaa epuol j) (11 Isgeped�) juatuMIAUB :aRll) ppol'p)oyutaa OZOZ/6Z/Z L : amva : xa aaMen'raAa SMIs 3HOxI •)Ijewgouaq eta nno[aq segoul 9•LZ aJe „ ZEIS PUB LEIS -LeS ul sayoul gL le 6uiVels sauepunoq pasn;;lp y;Inn %0L< xlgew Z/9 MAoL ul 6ulddu;s Z/9 MAOL 's6uuoq Ilos pue sSM `dasn 6u1sn poulwia;ap 1MSM I vluammo rivxOiMIacv/sxuvKzx J _ (xaiozas) ammo [ ] aza Ex ] Hoxzus [ ] :Holsvunol3Hoo a'ISl.axinuma :xoimvAeoxz ao Hiaza 09'0/PUBS auld :OxxzlS kJaMsxS Wr%W zMWx OxlaMrori/32inM7t3M rilOs 'zHOxI oun :HMaaa ON[ ] S3x[ x ] :9xI'IMMow Ox[ x ] sax[ ] :xO11VIZ9zA zzHVs 'daMVM HOIH 3avat) JxIMSIX3 [ MOIaa / SA09V I SZHoxI 8L :xoilvA 'iz amvl uaMFIM NOSVEs MaM aaMvAIMsa Mxzu`raae / asx0xsa I :aaxs aavaO oxiMsxxz [ Mozzs / SAOHK I SHRONI 00W :a'IavLL mmym aanxzsm ZL 0181, Iesn;aa JNIAVO 310H 86 01.0E PUBS auld L/Z 11A0 L 0£ 019L PUBS auld Z/9 ulkoL 5L 016 PUBS quid Z/9 HAOL 6 010 PUBS quid Z/b NAO L y;daQ ajn;xal Jolo0/# ilasunw xaTd=oo pueT ueq=n-euo%uv:szxuss 'Ilos vasn Z aiIs xOIdvRiOaxI 3'II30ud riIOS ZL 019V IBsn;rib JNIAVO 310H 84 010E PUBS AA Awe0-1 L/Z UA0 L 0£ 01 K PUBS auld Z/9 u kM t4 L 018 PUBS quid Z/9 2[AO L 8 010 PUBS quid Z/ti 2iA0 L tpdoa ajn;xal jolo0/# l)asunw xaTd=oa pueT ueq=n-euo3pV:SHIMS ZIOS VaSn T dH115 DIOIMFZAwodNI 3'IIaoua 'IIOS OASN / 'ISW I Ma :xOIM`dA3'I3 3MIS [ QAON / 'ISW I Ma :3MIs uoa xoiL%vA3'I3 aooria wax oT N[XI S3x1 I ZONIQOO'Ia UVHX OT ON[ X] Sax[ I Z9xiaooL3 Mxzaazua oM Momms zMIS [ : S3xI'I uamvm wiEmMOa Ma OE : szxI'I xMxzaoua Ma O L : SHOIJ;Va[anoa Oxla'Ilns I : auavxoci-RON Ma 9L+ : amvAlxa Ma : zsn aumiKiri Ma : olrisna : S'I'I3M tQ[ ] S3x[ ] :1311 laliv 2lOx Ma :S3'Ivms/s3HOMIa Ma :UaIVA mvams saimmvaa mimo ma 3HM OS Yd3Ss]Cs azSOaOua zHs xoua azxleMxlvw, au wo HoIm xovaias IacuuxIx aHM ixxoa aoxzusaau/xuvmoNaa t Mozafi / SAOaa I t 13 / saxoxl ] 09'LZ iMIs RaMsxs a3SOdO-dd ao NOLIVA3'I3 'Apedad;o apls;sem }uled abumo ql!m alod Jannod Uo PON lua8 Mxxoa 30NHUZaHu/XUWMox3a Mabs 00'099 : aaam5au vah-v azsonxsssoxn Maas 00'000 L : zriaerilVAV VRUV a3Monu2Tjsaoxn zuov/aaO oOSz do axov/aao 0091 ] xva xza sNOTm 66'6Z6 :MO'Ia asvAas aazluoHmjav z zrisaM-u3HMo / THUEEVI-saoxzaxs32I ] xea uza sxori'zw OOv :1+1oria zO�rMzs aSM IMsz 'Ifa'MOM tauov Z9'0 :auaviivAy vaav ariaysn sax OR[ ] sax[x] :xvria 3MIs Os Smoaxoo zzis xsHzaoxa smmi Tiv aMsriawoo *7vm runs ao aovcr Hors 'I ms axe* xoxS a" uzumm X011VEMSlosu i EAoua sSfR SMUNIOxa 'x0suza azl.arrana usxs0 u0 'aax0zarM %NamuvdHa HLTaVZH "MHKIOxs xa aSaa'Iawoo ze 01 Z-000-8Z00-908-vOv£ : #aI :xoxSIAlasns :xoOria L£'SO 6 Z :Mori INSd IlBgSJeW Uana;S : MxzE)e / uOMov-dixOo uogonj}suoC) sat.UGH se6an : MNvo=riaav vo5v9vL3S # xNaK ooa H0z1V3Ia1DRdS NHLISaS CKV HOILIVnzVnH SMZS wssSaS rIVSOaS=a a" IXRKLI�rZHM 90VRSS 911SHO Z90LOZZ-dS-95 # MIr�Iza HS'Ird'3H .30 L%Nm Luvciza 99LZ09WV # XOIM*aolriadV Wiluloria a0 RLIVIS r Z �,F � i n' • t b3i L i± ' .ate .v. x i«awry+•-r �9:� t} �`_zt�•'rE.��. 5, ♦fi' r4 a,,:a" a FI a r .. ' a, • , 4 1 r Fir �oOp�.l��sl� h3MOW tit 'S . 4 byg ff Custom Soil Resource Report St. Lucie County, Florida 2—Ankona and Farmton sands Map Unit Setting National map unit symbol. 1 jpty Elevation: 0 to 200 feet Mean annual precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period. 350 to 365 days Farmland classification: Not prime farmland Map Unit Composition Ankona and similar soils: 50 percent Farmton and similar soils: 40 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Ankona Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0Ito 11 inches: sand E - 11 to 38 inches: sand Bh - 38 to 48 inches: loamy sand Btg - 48 to 57 inches: sandy loam Cg - 57 to 80 inches: loamy fine sand Properties and qualities Slope,: 0 to 2 percent Depth to restrictive feature: 31 to 50 inches to ortstein Drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity: Very low (about 1.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (6156BC141FL) 1 13 Custom Soil Resource Report Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (iG156BC141FL) Hydric soil rating. No Description of Farmton i Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Interfluve, tall Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 7 inches: sand E - 7 to 34 inches: sand Bh - 34 to 50 inches: sand Big -150 to 80 inches: sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Runoff, class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Moderate (about 6.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: B/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Othervegetative classification: Sandy soils on flats of mesic or hydric lowlands (0156BC141 FL) Hydric soil rating: No Minor Components Electra Percent of map unit. 4 percent Landform: Knolls on marine terraces, rises on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G',156BC131 FL) Hydric soil rating: No Waveland , Percent of map unit. 3 percent 14 Custom Soil Resource Report Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Lawnwood Percent of map unit: 3 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G,156BC141FL) Hydric soil rating: No 15 Property Card Page 1 of 1 Michelle F� anklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 960 GOPHER Parcel ID: 3404-805-0028- Account #: 39943 Sec/Town/Range: RIDGE RD 000-2 04/36S/40E Map ID: 34/04S Zoning: RS-3 - Cou Use Type: 0100 Jurisdiction: Saint Lucie County Ownership Legal Description Rodolfo Vega J A SMITH'S S/D LOTS 28, 29, 30 AND 31 (0.62 AC) Carmen Hernandez 904 Osceola DR Fort Pierce, FL 34982 i Current Values Historical Values 3-year Just/Market: $40,600 Assessed: $40,600 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 axabie: $40,600 2020 $40,600 $40,600 $0 $40,600 2019 $40;600 $40,600 $0 $40,600 2018 $49,000 $34,496 $0 $34,496 Sale History Date Boo age Sale Code Deed Grantor Price 07-27-2018 41621/ 0957 0111 SP Becker Keith Joseph $100 07-20-2018 4160 1/ 2499 0001 WD Davis Eliete Costa Lima $25,000 07-20-2018 4160 �/ 2498 0111 QC Davis Eliete Costa Lima $100 View: Year Built: 1955 Primary Wall: Conc Block Bedrooms: 4 Full Baths: 2 Half Baths: 0 Primary Building Information Finished Area of this building: 2,485 SF Gross Sketched Area: 2,605 SF Roof Cover: Frame: Story Height: 1 Story I A/C %: 100% I Heated %: 100% Sprinkled %: N/A% Exterior Data Roof Structure: Grade: D- No. Units: I Interior Data Electric: MAXIMUM Heat Type: Heat Fuel: Building Type: HD - Effective Year: 1955 Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas Finished/Under Air 2,485 (SF): Gross Sketched Area 2,605 (SF): Land Size (acres): 0.62 Land Size (SF): 27,007.2 Total Building Count: 1 I Special Features and Yard.ltems Type I Qty Units Year Blt Driv-Concret 1 720 1999 All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2620 Saint Lucie County Property Appraiser. All rights reserved. https://www.paslc.org/RECardl 10/21/2020 0 JURISDICTION--ST. LUCIE COUNTY, FLORIDA 0 PAN Y ASS-- RESIDENTIAL R-3 TYPE OF CONSTRUCTION --V FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2017 FLORIDA BUILDING CODE 6TH EDITION ASCE 7-10 , NEC 2014 EXPOSURE C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT, 19 FT IMPORTANCE FACTOR: 1.0 WAND VELOCITY: Vult=175 Vasd=105 qh=56.57 psf Kh=.85 Kzt=1.0 Gapi=.18+/— GCpf=1.0+, 1.4— P=0.6w ROOF MATERIAL: SHINGLE ROOF PER PRODUCT APPROVAL ROOF DEAD LOAD: 30 PSF ROOF LIVE LOAD 25 PSF SOIL BEARING CAPACITY, 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS : YES IMPACT PROTECTION: PER PRODUCT APPROVAL -- WINDOWS AND DOORS IMPACT RATED INTERNAL COEFFIECIENT: 0.18 R15K CATAGORY : 11 FOR 30FT L BUILDING: 3 FT END ZONE WIDTH WALL ROOF ZONE Leeward/Windward Leeward/Wintlw9[d TRIBUT.AREA 10sf 1 —36.7 +23.1 ROOF PERIMETER 2 —63.8 +23.1 ROOF CORNER 3 —63.8 +23.1 WALL INFIELD 4 —43.4 +40.1 WALL CORNER 5 —53.6 +40.1 DESIGN PRESSURES FOR OPENINGS (IN PSF): WITHIN 3FT FROM CORNERS --SEE ELEVEATIONS GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. GARAGE DOOR NOT APPLICABLE INSULATION: FLOOR NOT APPLICABLE WALLS R 4.1 MIN OR WALLS R13 Alf 6" FRAME EXTERIOR ROOF R 30 MIN ROOF NAILING PATTERN IF REQUIRED 1. 8 D RING SHANK NAILS AT 4" EDGE AND 6" FIELD WALL SHEATHING : 1.J"EXTERIOR GRADE PLYWOOD W/ SD RING SHANK NAILS 0 4" O.C. AND 6" FIELD c U u cn' n" 13'-8" 33'-0" 15'-6" 2' 6' 1 10'-3" 5'-6" D 3 5 �s a W 2 a O 1 0! 1� 6'-0" -0" 9'-8" to Q I 4 FAMILY 1 °' I BED ROOM O 9'-4' FT CEILING N O 9'-4" FT CEILING W3 11 LIN rI 4 10 REF I i� a I COVERED D3 w1 PORCH ® FAMILY 5 ! 9'-4" FT CEILING ROOM GO I 2 '-4 I 20'-4" Ix I � -- DINING 00 m ROOM I PAN a 8'�j —0" 0 9'-4" FT CEILING a OFFICE LAUNDR 0 s'-z" M t to ROOM ®W4 ©W2 w 1 io 9'-4" FT CEILING =_— ir3l Q D LL E:D =�] KITCHEN — 0 p 5'-0. -0 WALK 4N O t rr CLOSET BED ROOM o 9'-4" FT CEILING b i' 8'—a" 0 5 0"��� 0 � ' QN Q11 `TI11I —0'--4" — XK')(@ 10 I II =:TP=TI=T=q:=q 1L N I it II II II I Q l 11 II II II I 11==::trz--:N a fir=:I o I �' 13'-4" I I( I ��_6d I I I ! 5'-6" 12'-0" ! I I I I I I BED ROOM I a cO I I I i t L— --JJ--LL—JL—J © 9'-4" FT CEILING GARAGE MASTER BEDROOM 9'-4" FT CEILING 9'-4" FT CEILING LIVING ROOM 9'-4" FT CEILING D1 W3 W2© I % I I to G2' LO 8" 3'-2" I '-2" 16'-6" 6'-8" O ENTRY 11'-4" FT CEILING :o Q w i 10'-o" 14'-4" 6'-6" 36'-2" 62'-2" 41 SCOPE OF WORK 1. EXISTING FOUNDATION AND CBS WALLS TO BE REUSED WITH A 16" TIE —BEAM CAP ADDED 2. NEW ROOF TRUSSES 3. NEW MECHANICAL 4. NEW ELECTRICAL 5. NEW PLUMBING 6. NEW WINDOW AND DOORS 7. INTERIOR FRAMING, DRYWALL, TRIM AND PAINT. FIRST FLOOR PLAN SCALE: 1/4 WCN ISQUARE FOOTAGES I A/C = 2270 SM FT GARAGE/NON—A/O- 260 SO. Fr. FRONT ENTRY = 55 SQ. FT REAR PORCK- 1DO SO. FT POOL AREA — 0 SM FT TOTAL SQ. FOOTAGE ore 2700 S4 FEET Date;? Apved: ✓� Florida Depart n alth in Ok obee C By; ty ARCHITECTS GENERAL. CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FT., 33162 305-454—OGOD WWW.ADVANCED—DESIGN—BUILDING. COM TESE DRAWI1169 AND 5pfl]FrAnONS ARE INSTRUMENTS CF hiNMCI_ AND ARE THE PROPERTY OF RIXRID H01 DEVFIIA'MEN'T DROUP. NC. • m" ADVANCED DEMON A BUIUNNC. THEY ARE NDT iD BE USED ON ANY DINER PmAmm CH DMISION9 OF THIS PROJECT E%CEPT BY MISTER Aa IEDWI S NTH ROUND HILL DEVELOPMENT CROUP. NO DEMON CHANOE6 NOW ALTER 11E DMT OF THESE ORANNCS OR SPEOPOAVOING ARE 1D SE MADE WITHOUT DBT#JMNC 1AMTTFN PERMH W FROM ROUND HILL DEM1APMEMT DRDMP. ARCHITECT:13EKNA JONES ,o s' > ARC p'T �o`'� to . L . ,4_1 *cM SEAL., N m �p DATE a. RFG\S CLIENT: 960 GOPHER RIDGE FORT PIERCE REVISIONS: DRAWN BY: JMG CHECKED BY- BVJ PROJECT is SCALE: 4 INCH i