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HomeMy WebLinkAbout130 Carmel Bay DrRECEIVED (oo( MAR 2 6 2007 CITY OF SANFORD PERMIT APPLICATION Permit #: Date: -� 122 %CTI Job Address: ��n0 ( , De mm 6cq/ f r• Description of Work•.S W I MYYl l L G? pool v Historic District: Zoning: Value of Work: $_ 221, 1 0 -7s co Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool V-1 Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Limes # of Gas Lines Plumbing/New Residential: # of W$ter Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories # of Dwelling Units: Flood Zone (FEMA form required for other than X) Parcel #: 33 - I G " —30 - 5 Owners Name & Address: l I J r l o t Contractor Name & Address: Phone & Far = Bonding Company: Address: Mortgage Lender: Address: Avekitr"Englneer: Address: _1 020E (Attach Proof of Ownership & Legal Description) LVr U Phone: q -)n I F►'-bt C! 1 a License Number: // Person: Uro , Phone: Fax- Application ar Application is hereby made to obtain a permit to do the work and installations as indicated_ I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. i understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is ion I will notify the owner of the p% of lite requirements o ori len Law, FS 713. of%z �A Sign of Owner Agent a igniture of Contractor/Agent Date Gal Special Conditions: actor/Agent is /Personally Known to Me or Produced lD =� Utilities: FD: (Initial & Date) (Initial & c Nps; Lit QI'q-N U) o 3 to � *w . T in U) 1 U V� L i i E.Q` Uow 11S N� ,n Print Own ! s NtN 8 Q G Sig nature& Notary -State of totida Dat N r C: O : .cn (LL � Owner/Agent is PersonaKnown to Me or i•lly E Q F — Produced o x APPLICATION APPROVED BY: B� o (Initial & Date) Special Conditions: actor/Agent is /Personally Known to Me or Produced lD =� Utilities: FD: (Initial & Date) (Initial & c Nps; Lit QI'q-N U) o 3 to � *w . T in U) 1 U V� L i i E.Q` Uow 11S CITY OF SANFORD PERNUT APPLICATION Permit #: n Date: 22 %(T1 Job Address: l w c {' l' aJ 80V ICY. Description of Work: S Historic District: Zoning: Value of Work: $ 00 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 7 1) - I L Owners Name & Address: Contractor Name & Address: Phone & Far „ZL Bonding Company: Address: Mortgage Lender: . Address: Arehileet/Engineer: Address: 102 (Attach Proof of Ownership & Legal Description) 71 A State License Number—E 0- 13 on 1 to d? 1-D Person: Pbone: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no koM or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem of Florida Lien Law, FS 713V.Date N `}' Signature of Owner/Agent Date Sicure of Contractor/Age Y%IT pN, Print Owner/Agent's Name Print Can tractor/Agent's Name tDaV4 Signature of Notary -State of Florida Date Signature f Notary-StateFFl r -, . T (n U) E 2 L 0 2:% E 'EL U0W$Owner/Agent is _Personally Known to Me or Contractor/Agent is _Personally Known to Me or L t Produced ID Produced IDAPPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Special Conditions: THIS INSTRUMENT PREPARED' BY. NAME�, ADDR. ' ��'�`� i��Y-2��OTICE OF COMMENCEMENT Perna • i Tax Folio No. - - I 0 - 3G..5 I CI - 0000 State of Florida 0310 County of Seminole 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. 1. Description of property: (legal description of the property and street address if available) L, n+ 3-7 Montp,a.v ::n r1 n r[ j, F[_-3 2-7 7 1 2. General description of improvement: i nG r' nt A n ci S w i r- m i nq p oc� I VV i fin SC' r a Q ri 3. Owner information a. Name and address }- b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) 4. ontractor a. Name and address b. Phone number DRi) ' G!5 1 `4 l EL4 Fax number 39 Lo G5 1 - L4 (b Z U 5. Surety a. Name and address I lit 11 01 111 lit it 11111111 H III II $I! !1 lit li 111 it 119 41 !el I IN b. Phone number Fax nunftYiiNNE MogSE, CLERK OF CIRCUIT CCIURT c. Amount of bond SEMINOLE COUNU 6. Lender Illi 06631 Pg 0761; llpg) a. Name and address CLERK'S # 2007042478 RECURDED 03/21/2007 11:43:11 flN b. Phone number Fax nu t RDINR 7. Persons within the State of Florida designated by Owner upon whom nofiq%MMbegydWjvVpks may be served as provided by Section 713.13(1)(x)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number 1. Expiration date of notice of commencement (the expiration date is 1 year from the date of unless a different date is specified) Signature� , g— Sworn to or affirmed) and subscribed before me this 1— 9 day of M Q rev, 720 Q-7 , by 7 S-6 , C i I FE CQYIO,V r Personally Known OR Produced Identifikation Type of Identification Produced { L D j, Signaturd of Notary Public, Mate of Florida Commission Expires: c`—/7'1,-'--, Crystal Spitzer Corni-nission # C'iD445274 LL # Expires June '27,2009 . .... OF RP ��nied-Trey Fain - insurance, Inc. 800-33 -7019 LIMITED POWER OF ATTORNEY I hereby name and appoint K n 5 t) n GQ Mn c FQY ) a" of Outdoor Living Pool and Patio to be my lawful attorney in fact to act for me and apply to 5a Ilford for an electrical permit for work to be performed at a residence at a location described as: Parcel # 33 -) R -,:30,- IS 19 - OO©d -03% O Section 33 Township q Range 3 () Lot 3-7 Block 00 Subdivision M or� t pzo.(l oars' v ti > . L-5 6 00rryu,) M i / nK, 30, (Owner of Property and Address) And to sign my name and do all things necessary to this appointment. Brian Keith Miller EC -13001686 Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number 4 Signature of license holder =7 -7 The foregoing instrument was acknowledged before me this 2151 day of November , 2006 by Brian Miller who is personally known to me and who did not take oath. State of Florida Co t_y.:of Volusia Diane T. Sawyer Notary Public, State of Florida DIANE T SAWYER MY COMMISSION # DD585703 EXPIRES: Aug. 18, 2010 (407) 398-0153 Florida Notary Service.00m 4031 West 1 "Street Sanford, Florida 32771 (386) 951-4184 (386) 951-4626 (fax) CPC1456881 Date I hereby name and appoint M Q C FQ r f ar , Of Outdoor Living Pool & Patio, LLC, to be my lawful attorney in fact to act for me And apply to 6ctrifoaj For a swimming pool permit to' be performed at the location described as: Parcel Number I q -z r -:i P ooco cT -s -7 D Address 13 O CQ rM 0, l P)QU Or. Property Owner Name W k- I .P-( l 011-4 Property Owner Address OO lam P-1 9)01/ Or-, And to sign my name and do all things necessary to this appointment. Bruce A. MacFarlane CPC1456881 The foregoing instrument was acknowledged before me thisZ[ day of MOr, , 200Z, by Bruce MacFarlane, who is personally known to me and who did not take oath. State of Florida County of Volusia Crystal Spitzer z* Commission # P0445274 Expires June ;L7, 2009 pF�. Banned my fain -Insurance, IN ®Oa•79ti•7019 Notary Stamp or Seal MAP Carmel Bay N I4CUm CL C CU CU 46A The residential swimming pool barrier and or its compliant safety components shall be in place prior to filling of the pool. FRC R4101.17 1/9"-= 1' LAYOUT 1 ft. 1 ft. ,, 6 ,, 17 ft., 6 ,, ' in. ' in.' o� 8 IN BOND BEAM 26 ft. Deck Jet Deck Jet M OO 4 ft. F 20 ft. T ft. OO Swimout w/ Step. Vac o Concrete & Acrylic Safety Fence Deck w/ Border N Decodrain OUTDOOR LIVING POOL & PATIO JOB Windows and doors that open into the swimming pool/spas area without a fence barrier to prevent direct access shall be protected in accordance with FRC R 4101.17.1.9 BEAM ELEVATION TILE ELEVATION —f BENCHMARK 30'6" Turndown Equipotential Bonding Grid Shall be provided for the first 3 -feet of the perimeter of paved surfaces of swimming pools and spas. 2005 NEC Article 680.26(C). Acrylic Existing 190 SF Inside Screen & 120 SF Outside Screen (Removing 69 SF) Existing A/C Pad loft. 2578 Enterprise Road, Suite 341 Orange City, FL 32763 Livifli"x- tdoor m TEL. 386-878-6065 F 66 and Palin , I.I.c FAX 386-753-1769 JOB SITE INFORMATION JOB # 0 - NAME Cliff & Rebekah Corley HOME# 407-321-5573 JOB ADDRESS 130 Carmel Bay Dr. CELL# 407-473-8551 CITY,ZIP Sanford MAILING ADDR. CITY,ZIP _ _ TYPE OF DIG _ SiVI.MACH.DIG &SHUT ACCESS TO JOB SITE LEFT ACCESS LETTER REQUIRED YES STUMPS TO BE REMOVED 0 REMOVE CONCRETE SQ. FT. 69 POOL & SPA SPECIFICATIONS POOL SQ. FOOTAGE. 236 POOL PERIMETER _ 61 POOL LENGTH & WIDTH 12X20 EXTENDED STEP 0 DEPTH 3-5 LOVE SEAT TOTAL 0 DOUBLE STEEL&ENGINERING 0 ROPE & FLOATS NO RAISED BOND BEAM 1 6"= 0 12"= 0 18"= 0 SHEER DESCENT SIZE 0 SPRAY HEADS 0 POOL MAIN DRAIN DOUBLE DECK JETS 2 POOL SKIMMERS_ ONE POOL RETURNS 3 SPA SQUARE FO.OTAGE_ 0 INFLOOR CLEANING NO SPA JETS 0 SPA RAISED NO SPA GLASS BLOCKS 0 SPA SPILLWAY FT. _ NA FOUNTAIN SIZE 0 SPA BUBBLER NO FOUNTAIN RAISED NA FOUNTAIN BUBBLERS NO POOL LIGHT STANDARD SPA LIGHT NO _ FOUNTAIN LIGHT NONE TILE,COPING.& DECKING CONCRETE&ACRYLIC 228 EXISTING DECK 1 318 PLANTERS 0 DECKO-DRAIN 26 TILE COLOR SMS GOLD TILE LF 61 ACRYLIC I ALMOND COLOR BND DESERT SAND HANDRAIL 0 6"TURNDOWN 30 12" TURNDOWN 0 18" TURND 0 CANTILEVER FT. 0 BRICK COPING 0 FLAGS NE 0 6" TILED RISER 0 12" TILED RISER 0 18" RISER 0 PAVERS ko� BELOW 0 TILE INLAY "COLOR BELOW 0 POOL INTERIOR & SCREEN ENCLOSURE; SCREEN COLOR WHITE SCREEN WALLS 80 ROOF SF 702 ROOF STYLE DOME DOORS 2 HEIGHT 10 INSULATED ROOF NONE CARRY BM 0 FAN BEAM 0 POOL INTERIOR FIN QUARTZ -SUPREME CHILD FNC 26 EQUIPMENT & PLUMBING FILTER CART 150SF OZONE NO CIRC PUMP 1 HP WHISPERFLO CHLORINT NO SALT YES BOOSTER NO NONE SOLAR NO PANELS 0 AIR BLOWR NO SIZE NONE CONTROLS STANDARD TIMER NONE HEATER NONE HEATPUMPI ICLEANER POOL SHARK _ SPECIAL INSTRUCTIONS: - -FIA IV, 1) Acrylic Existing Concrete inside & outside of Screen ' PLAT OF BOUNDARY SURVEY for. MARONDA "r—:5. INC. DESCRIPTION: LOT 3 7o MQNTER Y O PHASE J& A REPLAT RECORDED IN PLAT BOOK 58 PAGE(S) 22 and 23 FIC RECORDS OF 5EMINOLE COUNTY; FLORIDA J = sn W SCALE I'- 209 •if a 3' 10" 20' GRAMI C SCALE r � ��C� v �►�� o N I LOT 38 M 40.D LOT 36 C) $ Two �—o�f O°OG E-QK�,o^lE.✓7 N A4JD FfLAME > to8 tmI�l,D3'LO It, VtE i o app SA 0. 0 N 5 P.C. - F U ND DI5K ND. LB 28SIo adz 21.03' 1SA I=' .•tle.o'• I Ga�.lG, d- .� N .Q p I a D. s a-589* f /'420E— 50.0( 4��• Ui Cq $ wLLLjL CARMEL BAY ®RIVE -- SW4742'E - - - NOTES. FLOOD CERMCATION I. BEARINGS ARE BASED ON THE CENTERLINE OF BASED ON THE FEDERAL EMERGENCY CARMEL BAY DRIVE BEING 58947.42 E MANAGEMENT AGENCY FLOOD INSURANCE 2. UNDERGROUND IMPROVEMENTS. ROOF OVERHANGS RATE MAP THE STRUCTURE CERTIFIED TO: AND FOOTERS HAVE NOT BEEN LOCATED. SHOMN HEREON DOES NOT LIE NITHIN J. ELEVATIONS ARE BASED ON NATIONAL GEODETIC THE 100 YEAR FLOOD HAZARD AREA. Cliff A. & Rebekah B. Corley VERTICAL DATUM OF 1929. TMS STRUCTURE LIES N ZONE • x •. Bank of America 4. BUILDING TIES ARE TO FOUNDATION. COMMUNITY PANEL NO IZ0294 0040 E S. BUILDING TIES ARE NOT TO BE USED TO EFFECTIVE DATE: APRIL 17. 1995 Kampf Title & Guaranty Corp. CONSTRUCT DEED (rWOCBEARINGSANSTTANOR CES SHOWN ARE URAP ECTCHANGE) Adnoram Title Company, Inc. MEASURED AND PER RECORDED PLAT UNLESS OTHERIMSE NOTED. Chicago Title Insurance C O . THE UNDERSIGNED AND CAVONE. INC, LAND SURVEYORS and MAPPERS MAKE NO RESERVATTONS OR GUARANTEES AS TO THE NFORMAno REFLECTED HEREON PERTAWNC TO EASEMENTS` RIGHTS OF MIAY, SETBACK LwsS AGREEMENTS AND OTHER MATTERS; AHD FURTHER THIS gtSTRUMENT IS NOT WTEXD£D 10 REFLECT OR SET FORTH ALL SIKH MATTERS SUCH NFORAIATION SHOULD SE OBTAINED AND CGNMED BY OTHERS THROUGH APPROPRIATE TIME VERIFICATK>yV. ABBREWAVONS/LEGEND. Q. FO{p110 T 1/4' IRON PIPE (LS 2003) FOUNpXg`AVON ROLL FOUND :AIArc4PIWC FOUND CONCRETE MONUMENT NQ -NUMBER P,L-POINT OF TANGENCY CONC-CONCRETE - CL.�iZcr�S� R. -RADIUS P.L-PONT OF INTERSECTION LS -LAND SURVEYOR P.R.it-POW T. OF REVERS£ CURVATURE D.E-ORANACE EASEMENT AR -CHORD P -C -PONT OF CXlRVATURE QR-OFF7C W RECORD- Y.C.C-PMvT'QF COMPOt1At0 CURVATURE U.E-U�UTY =E T ARC -ARC LENGTH La -LK p BuyurEss MOM ��,G' IAULE-S WALK � UfILlTY EASEMENT OLA gSE- Ft ► A/C-AAR OOA{pIIQA1ER PAD aDEL TAA T#/Ot: %YtsYs�E} A�LRE-DSIWV U$ITY EA51]fEJICTWALKU EASEMENT ID S.- Y.-.N0T_VWO !MC*� EeBOSSED REWSION DATE G. 9901 , AW AND RA6W SEAL, OF a Ft, , MAFFER I!1 y Ip{ �+ �q� LAND a `� [{/y�J AIMMXJ MAPPM r 300 COUNTY ROAD 427 SOUTH LONGWOOD. FLORIOA 32 75 0-3 499 TELEPHONE (407) 830_9080 OOlM/IMt{it b'. CA PRESIDENT FAX Na (407) 339-3636 FLOWA 5Z/R1£TOR & WPM NUMBER 2005 UC06EDBUSOYESS NUyWR 3073 FINAL LOCATION FOUNDATION LOCATION 7j.I Zavt FORMBOARD LOCADON STAKE HOUSE I .Z LOT 4aw - ISFIT sun cr. _ STAKE LOT wa FOUN0AMwj9 tz1-Z''f'� TACO FINAL�C-Z4-74 wa REOERT "•, LOT by Ch w CAM FXE- HOAKSA37.ORG 1 ►v U (z)COPIES WITH PERt'bIIT PERMIT 9 RESIDENTIAL S`YILNUMING POOL. SPA AND HOT TUB SAFETY ACT REQUIREMENT 0 License 9 �e i yt7QP8/ (Please print contractors Mame) hereby affirm that one of the following methods will be used to meet the requirements of Florida Statutes at the following job address % Y t Chapter 515, 62 The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29; The pool .All be equipped with an approved safety pool cover that complies ASTM F1346 -9I (.Standard Performance Specifications for Safety co�errstfor Stihmnlin� Pools, Spas and Hot Tubs); g All door and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with a self-- closing, self -catching device with a release mechanism placed no lower than floor or deck; 54" above the I understand that not having onA Df the above.installed at the time of final inspection will constitute a violation of Chapter 515 F.S., and will be consibered as committing a misdemeanor of the second degree punishable as provided in section 775.082 or section 775.083 F -S. " CONTRA TORS SIGNATURE CONTRACTOR'S DAME (PLEASE PRINT) BUS7SIGNATU ., OWNER'S SIGi�TATURE Y BUYER'S NAME (PLEAS R"I!NT) OWEIZ'S NAME (PLEASE PRINT') THIS COMPJ,ETED FORM MUST BE ATTACHED TO THE PEItt111T APPLICATION, AND A COPS` MUST BE KEPT AT THE JOB SITE AT ALL TIMES. GENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S POOL PLAN. 2. POOL WALLS SHALL BE 5 " THICK AND FLOORS SHALL BE 6 " THICK AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. 3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2004 AND FLORIDA BUILDING CODE RESIDENTIAL 2004 TOGETHER WITH 2006 REVISIONS AND ANSI/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE 2005. 4, ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 5. ALL REINFORCING STEEL TO CONFORM TO ASTM . 615 GRADE 40, REINFORCING SHALL BE # 3 BARS AT 12 " O.C. EACH WAY W/ 15" LAP JOINT IN WALLS AND FLOORS UP TO 6'. OVER 6' USE # 3 BARS AT 6" ON CENTER EACH WAY IN THE AREA OVER 6'. IF CONCRETE IS CAST AGAINST BARE EARH WITHOUT A SEPARATION BARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 1'/z". 6. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING STEEL WITH # 8 AWG COPPER WIRE. #8 AWG COPPER WIRE TO BE RUN INTERNALLY AND EXTERNALLY WITH THE NEC APPROVED PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN. 7. EQUIPOTENTIAL BONDING TO BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 680.26 OF THE N.E.C. 2005. 8. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 9. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 10. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 11. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. 12. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 13. IF A WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC BREAK WILL BE PROVIDED. 14. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. 15. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCESS TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT RELIGHTING THE PILOT LIGHT. 16. SPAS AND HEATERED POOLS SHALL HAVE A COVER DESIGNED TO MINIMIZE HEAT LOSS UNLESS 70% OF THE ENERGY FOR HEATING IS DERIVED FROM NON-DEPLETABLE ON-SITE RECOVERY SOURCES. 17. PROVIDE GLAZING IN WALLS AND FENCES ENCLOSING SWIMMING POOLS, SPAS, & HOT TUBS WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 60" ABOVE A WALKWAY SURFACE AND WITHIN 60" HORIZONTALLY OF WATER'S EDGE, 18. WARNING! TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. WATER LINE-�D/ a v LIGHT 5' 6" TILE STEPS 6" MAXIMUM RISER = 12' 1 -_-\- MAXIMUM TREAD = 10' (240 SO. IN.) DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION LONGITUDINAL POOL SECTION BRICK COPING -6"X6' TILESPILLWAY (WIDTH SEE PLAN) POOL WATER UNE j L -6'X6' GLASS BLOCKS 11L MOUNTED IN 2500 PS CEMENT (IF SPECIFIED #3 AT 12" O.C. EA WAY RAISED SPA DETAIL MAX. 5' 24" 14'-18' UNDISTURBED SOIL (NO VOIDS) TYPICAL SWIMOUT DETAIL 5' VARIES — SEE PLAN THERAPY #3 AT 12' 1 18' SEAT O.C. EA. WAY a RETURN _ m (15T SPECIFIED) 6 V. GUNITE REBOUND 2-8' 0 ANTI—VORTEX DRAINS SEPARATED BY 3' SPA SEC710N THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH PVC PIPE WITHOUT EXCEEDING THE MAXIMUM STANDARDS FOR VELOCITY (FT/SEC) PIP t 50 GPM 65 GPM 14 Z" 65 GPM 105 1,112 HP 2 ti' 125 GPM 150 GPN 2 1/2 HP PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (TDH) OF 50' AND FOR ESTIMATE ONLY, ACTUAL PUMP SIZE WILL VARY DEPENDING ON THE PUMP SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS 1 #3 BAR CONT. W/ CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT TOPPING ON COMPACTED GROUND W/ ALL ORGANIC 5' WALL -W/ 8'X8' BOND MATERIAL REMOVED. 4" NOM. W/FIBER MESH, 5" W/ # 3 BEAM USE 2 #3 BARS CONT. REBARS.' 4' MIN. 8" MIN. JUNCTION BOX (BY OTHERS) 18" MIN. TO TO TRANSFORMER TOP OF LENS BY'OTHERS) ( MARBLE PLASTER FINISH REFER TO ATTACHED DRAWING 1 U.L. APPROVED 120 VAC/300W POOL LIGHT W/ FOR DATA REGARDING DUAL GFI OR 1ROVED POOL LIGHT W/ LOW WATER SUCTION OUTLET SYSTEM ANO CUT OFF IN U.L. APPROVED GREY PLASTIC VACUUM RELIEF SYSTEM FORMING SHELL W/ #8 BOND PER N.E.C. #3 BARS 12" O.C. EACH WAY STEELTEX FORM (OPTIONAL) POOL STRUCTURAL DETAILS #8 AWG COPPER WIRE TIMECLOCKEP TO SERVICE PANEL DCT. BOX /-SPST / TOGGLE �4' MIN. r SWITCH 8" IN. W.P. DISC PUMP POOL DECK 12 V TRANS 3 #12 IN t%_ COND 12 V/300 W W/ LOW ALL ELECTRICAL WATER CUT-OFF SHALL CONFORM OR 120 V.A.C. W/ GFI W/ ART 680 PER N.E.C. N.E.C.2005 ELECTRICAL DIAGRAM BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING AND ALL FIXED METAL PARTS NOT SEPARATED BY PERMANENT BARRIER, IF WIN 5 FT HORIZONTALLY FROM W/ 8"X8' BONO BEAM WATER 12 FT VERTICALLY OF MAX WATER LEVEL SE 2 #3 BARS CONT. MIN. 1 X" COVER OVER ALL BARS SEE NOTE A! W1 5 6" TILE --j 150 WALL DISTANCE BRICK (1 ROWI DECK OVERPOUR LESS THAN EXISTING 10N 1 + 1 STRUCTURE ALTERNATE BEAM FINISH DETAL goPLAN EXPIRES ONE YEAR FROM THE SIGNATURE DATE OR THE EFFECTIVE 6' THICK WALL DATE OF A MAJOR FLORIDA BUILDING CODE CHANGE WHICHEVER IS SOONER #3 BARS AT 6- 0-C. EACH WAY r. �nrn STEELTEX FORM A TE MARBLE PLASTER FINISH _ FILTER SYSTEM 1. MAIN DRAIN UNE 2- SKIMMER UNE 3. WASTE UNE 4. RETURN UNE S. PRESSURE CLEANING UNE (OPTIONAL) 3 A. HAIR do LINT STRAINER B. RECIRCULATOR PUMP C. FILTER D. IN—UNE CHLORINATOR (OPTIONAL) E- HEATER (OPTIONAL) VALVE F. ANTI ENTRAPMENT SYSTEM 28' MIN. PER MANUFACTURER SPEC. LADDER TO BE CROSS BRACED PER MANUFACTURER'S SPEC. ALL LADDER TREADS SHALL HAVE SLIP RESISTANT FINISH WEDGE ANCHOR AND ESCUTCHEON 3' MIN. 6' MAX BETWEEN TREAD AND POOL WALL TYPICAL SWIMMIMG, POOL #�%nry nF SA4 � -Outdoor Living Pool and Patio, Inc North Seminole Business Center 4031 West 1" Street (S. R. 46) Sanford FL 32771 Tel 386-951-4184 MMING POOL SPECIFICATION FOR: THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6' ON — CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL SHALL BE CONSTRUCTED AT 6" THICKNESS. THE STEEL MAT AND SHELL WALL SHALL , GOR• WH. PAR SON, RE, BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN THFL P. . NO 193 3 E MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD. TYPICAL WALL AND FLOOR '025 s. S MO 1 BLVD STE. 1093 WIN ER PA FL 32792 WITHIN ANGLE OF REPOSE 'P;H NE: (,407) 9 7500 (407) 679-9188 NOT TO SCALE SHEET 1 OF 3 DWG BY - DASH APPn Ry — r:FIS INSTALL PERMANENT WATER LEVELER IN DECK WITH ANTI -SYPHON DEVICE AT HOSE BIBB. USE MINIMUM OF 3 RETURNS LOCATED AT + 18" BELOW WATER LEVEL TO DIRECT WATER TO SKIMMERS. / >I ±18" 36 USE MINIMUM OF 3 RETURNS LOCATED AT + 24 "' BELOW WATER LEVEL AND STRATEGICALLY LOCATED TO DIRECT WATER TOWARDS SKIMMERS. CONSIDER AT LEAST ONE RETURN TO SWEEP ACROSS THE BOTTOM OF THE SWIMMING POOL. INSTALL DUAL SKIMMERS PLUMBED TOGS 7 HER AND LOCATED FOR OPTIMUM SKIMMING ACTION. LEVEL r � ~-r TO PUMP DEADLINE TO fPUMP LOCATION INSTALL MAINDRAIN W/ TOOL -REMOVABLE PLUG TO BE REMOVED ONLY BY SERVICE PROFESSIONAL FOR POOL SERVICING. (DEADLINE INSTALLATION OPTIONAL) GENERAL NOTES 1. THE MDX DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. 2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC- BUILDING 2004 AND SECTION R4101.6.6 FBC-RESIDENTIAL 2004 W12006 REVISIONS. 3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME Al12.19.8M-1987 AND DRAIN COVERS MEET THE REQUIREMENTS OF ANSI/ASME Al 12.19.8M-1987 FOR ANTI -HAIR AND BODY ENTRAPMENT. 5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON FILE WITH THE BUILDING DEPARTMENT. ALTERNATIVE: INSTALL MINIMUM OF (3) FLOOR RETURNS Structural plan review is limited. to a SWIMMING POOL WIT "Un general survey for code compliance. No RECIRCUL T M �N DRAIN review is implied nor was taken to verify structural adequacy Code violations found during inspection LFBC109.1 uired to be corrected. ermit issuance does not.grant al of a code violation. 2004 VENT COVER MAY BE GUTTER DRAIN SUCH AS HAYWARD __ MODEL SP -1019 2 - 90" ELBOWS t W 0 /VENT PIPE I T 12" MIN. u , -ori PN=HED'GRADE SUGGESTED / DETAJL DRAWING TO SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE DUAL SUCTION INLET SYSTEM & ATMOSPHERIC VENT SYSTEM IN ACCORD WITH SECT 424.2.6.6 FLORIDA BUILDING CODE -BUILDING 2004 W/ 2006 REVISIONS AND SECT R4101.6.6 FLORIDA BUILDING CODE -RESIDENTIAL W/2006 REVISIONS VENT COVER MAY BE GUTTER DRAIN 2- 90° ELBOWS y� (OPTIONAL) DEBRIS CONTAINMENT T CANISTER 12^ MIN WATER LEVEL— ANTI-VORTEX 2w DRAIN 1%"0 - VENT LINE ATMOSPHERIC VENT PIPE LENGTH INIM MM -1 r MAXIMUM - s0' MDX DEBRIS REMOVAL SYSTEM ALTERNATE SUCTION INLET SYSTEM MAY INCLUDE 1 ON THE BOTTOM AND ONE ON THE VERTICAL WALL OR ONE EACH ON TWO (2) SEPARATE VERTICLE WALLS ATTACH PLACKARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SECONDS MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM MDX FLOOR /DRAIN f 2'A A. \ I� 18" MIN 2'A "0 OR EQUAL TO 24• MAX CIRCULATION LINE TO PUMP 2" 0 OR LARGER CIRCULATION LINE AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT TM SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWt m 2007 CORDO H. 5 PARD ON; P.E. L P.E. 01933 1 25S. 014A LVD. TE. 1093 WINT R PAK, 192 HG E /417) 679-7,% z00 F (407) 679-9188 W_ �-!`' I..: L S IMMII��C �CFgl}!I�lATION FOR: r ALTERNATIVE RECIRCULATIOK SYSTEMS NOT TO SCALE SHEET 2 OF 3 DM BY-- GHS WILL NOT BE BLOCKED BY DEBRIS, INSECT INFESTATION, OR MICROBIOLOGICAL CONTAMINATION (COVER MUST COMPLY WITH ANSI/ASME A112.19.8 M) 3'-0" MINIMUM SEE ALTERNATE rT 2'0 I 2.0 SUCTION INLET [:::)(MAIN SUCTION INLET (MAIN DRAIN) DRAIN) z•0 MAXIMUM DISTANCE 1 %a" 0 ALL VENT TO VENT TEE PIPING = 1 %^ 0 CONNECTION = 1 ' — ATMOSPHERIC VENT PIPE LENGTH TO MINIMUM = 16" MAXIMUM = 30" ALLSUCTION PIPING= TO -�— TO PUMP 2 - 90" ELBOWS t W 0 /VENT PIPE I T 12" MIN. u , -ori PN=HED'GRADE SUGGESTED / DETAJL DRAWING TO SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE DUAL SUCTION INLET SYSTEM & ATMOSPHERIC VENT SYSTEM IN ACCORD WITH SECT 424.2.6.6 FLORIDA BUILDING CODE -BUILDING 2004 W/ 2006 REVISIONS AND SECT R4101.6.6 FLORIDA BUILDING CODE -RESIDENTIAL W/2006 REVISIONS VENT COVER MAY BE GUTTER DRAIN 2- 90° ELBOWS y� (OPTIONAL) DEBRIS CONTAINMENT T CANISTER 12^ MIN WATER LEVEL— ANTI-VORTEX 2w DRAIN 1%"0 - VENT LINE ATMOSPHERIC VENT PIPE LENGTH INIM MM -1 r MAXIMUM - s0' MDX DEBRIS REMOVAL SYSTEM ALTERNATE SUCTION INLET SYSTEM MAY INCLUDE 1 ON THE BOTTOM AND ONE ON THE VERTICAL WALL OR ONE EACH ON TWO (2) SEPARATE VERTICLE WALLS ATTACH PLACKARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SECONDS MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM MDX FLOOR /DRAIN f 2'A A. \ I� 18" MIN 2'A "0 OR EQUAL TO 24• MAX CIRCULATION LINE TO PUMP 2" 0 OR LARGER CIRCULATION LINE AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT TM SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWt m 2007 CORDO H. 5 PARD ON; P.E. L P.E. 01933 1 25S. 014A LVD. TE. 1093 WINT R PAK, 192 HG E /417) 679-7,% z00 F (407) 679-9188 W_ �-!`' I..: L S IMMII��C �CFgl}!I�lATION FOR: r ALTERNATIVE RECIRCULATIOK SYSTEMS NOT TO SCALE SHEET 2 OF 3 DM BY-- GHS 4' CONCRETE DECK COMPACTED MATERIAL 1 2 3. 4. 5. 6. 7. 1- #5 REBAR----= ti CONTINUOUS 4 4" B PILASTER MAX EVERY 5' WITH 1 6' 14 3 REBAR- j 6" MIN NOT TO SCALE } # 3 BAR CONTINUOUS 1- # 3.BAR VERTICALLY T @ 36" ON CENTER r 12" to 24" TURN -DOWN 4' OR FLATTER i 9 FINISHED GRADE 22' 1_ OLD GROUND CONCRETE DECK TURNDOWN GENERAL NOTES ?AVER, BRICK - T_ * 3 BAR `• COMPACTED A= 12" TO 24" ` MATERIAL VERTICAL* 3 BAR @ 36'-O.C. A ' :. : a _' , ' : FINISHED G a' OR FLATER p • n . e RADE 9" TO 18" 1 -*5 REBAR—' CONTINUOUS i NOTE: Max 2� B= '/. x A 4" 0 PILASTER EVERY 5' WITH _ 14 3 REBAR i B- MIN I , I (t GROUND PAVER DECK TURNDOWN DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (> 4 TO 1). TURNDOWN MAY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE, WITH # 3 REBAR. TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2004, FLORIDA BUILDING CODE, RESIDENTIAL 2004 TOGETHER WITH 2006 REVISIONS REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION. IF THE BASE OF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" 0 PILASTER WILL BE REQUIRED EVERY 5 FEET THAT WILL BE EITHER 2" INTO THE GROUND OR TO 6" INTO THE INDIGENOUS MATERIAL, WHICHEVER IS DEEPER. THE PILASTER WILL HAVE A #3 REBAR TIED INTO THE #5 REBAR IN THE BASE OF THE VERTICAL POUR. PAVER BRICK ALTERNATE PAVERS ON TURNDOWN 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL DIMENSION FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OF 33" (FOR AN 18" TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY TO 1' VERTICALLY, A TURNDOWN SHOULD NOT BE USED. 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30" (FOR A 12" TURNDOWN) 36" (FOR AN 18" TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY TO 1' VERTICALLY, A TURNDOWN SHOULD NOT BE USED. 10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TOP OF THE TURNDOWN, THE SWIMMING POOL CONTRACTOR MUST COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. DECK TURNDOWNS (Nov_ 4�-1GR.ADEGRAD GRADE TYP. 8 ® B 12 8' — 2 5 BAR 1 - 1 f 5 BAR 2 5 BAR CONT_ CDNL CONT. NO FOOTER 8" X 8" FOOTER 8" X 12" FOOTER 12" X 12" FOOTER 1r" -- FOOTER NOTES: 1 FOOTER, SHALL BEAR. ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (>1,500 PSI) THAT SHALL BE COMPACTED TO PROVIDE OP71MUM BEARING CAPACITY TO PREVENT SETTLING. 2 CONRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI W/ FIBER MESH OR 6X6 -10X10 WW MESH 3. 3 -# 3 BARS IS EQUIVALENT TO 1 4 5 BAR. 4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER. OVER, THE TOP OF THE FOOTER OR ABUTTING THE FOOTER. 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED; THE SWIMMING POOL CONTRACTOR MUST COORDINATE CONSTRUCTION OF ANY REQUIRED FOOTER WITH THE SCREEN CONTRACTOR. TYPICAL FOOTER DETAILS MAR?, 2 7007 ✓�Y . RD H. SH_ ARD ON, P. E. P.E. 1933 02,5 S. SE QRAIV= B vD. TE. -1093 WIN7 PAR L 3 792'• PHO E: (407) 57 - 0Q' SWALE FOR DRAINAGE �' d �G•dQ:d •D __#3 BAR A= 18" TO 24" I— VERTICAL #3 BAR @36'O.C. .PAVER BRICK IB=12"T0la- 1- #5 8"1-#5 REBAR CONTINUOUS ALTERNATE PAVER LOCATION NOTE" OTE:/ 13 i(A MASTER DRAWING FOR FOOTER AND DECK TURNDOWN DETAILS MOTTO SCALE SHEET 3 OF 3 DW O 6Y- GHS COLDWELL BANKER COMMERCIAL NRT March 23, 2007 Mr.& Mrs. Corley, 130 Carmel Bay Drive Sanford, FL 32771 Re: Monterey Oaks Homeowners Association, Inc. Dear Mr.& Mrs. Corley: NRT 901 N. Lake Destiny Drive, Suite 110 MAITLAND, FL 32751 BUS (407) 539-1000 FAX (407) 539-0328 The Board of Directors has reviewed your Architectural Review Request dated, March 4, 2007 to install a pool. I am pleased to inform you that your request has been approved. Cordially, Kimberley Tutor LCAM Property Manager Coldwell Banker Commercial NRT DIRECT: 407/ 571-5195 FAX: 407/539-0328 Independently Owned And Operated By NRT Incorporated March 23, 2007 Mr.& Mrs. Corley, 130 Carmel Bay Drive Sanford, FL 32771 Re: Monterey Oaks Homeowners Association, Inc. Dear Mr.& Mrs. Corley: The Board of Directors has reviewed your Architectural Review Request dated, March 4, 2007 to install a pool. I am pleased to inform you that your request has been approved. Cordially, Kimberley Tutor LCAM Property Manager Coldwell Banker Commercial NRT DIRECT: 407/ 571-5195 FAX: 407/539-0328 Independently Owned And Operated By NR7 Incorporated