Loading...
HomeMy WebLinkAbout207 Belgian Waywhey) re -a.. P, eA yo aSaZ CITY OF SANFORD PERMIT APPLICATION �(RECEIVE® Permit # : � . J Date: - I _27-®J ' Job Address: 1`1tnjA Lap Wo i JCS e �L�ft :;i� I 2009 Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service -# of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: Owners P Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) C i �p —Phone: 1 -t-u r ''!`5U W I L0 __ ... _. Contractor Name & Address: A � I S 13� aft Dar-1 "'State License Number: � Phone & Fax: c I Z I I _ Contact Person: Phone: 4(R IJI Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 th4 may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance pe m erificati that 1 ill t is vnotify the owner of the property of the requirementsFlo Lien Law, FS 713. tgnature f Owner/Aent Date m of Contractor/Agent Date S F�>!40 Print Owner gent'dame Print Co tr ctor/Agent's Si a 5e, tary-State of Florida DateSig re of tary-State of Florida Date ex nty, Kristy L Stanton Steven Fehu" �tpn DD131693 2104 Owner/Agent is : e ro�� DD24r �o*l nown [o Me or Produced 1 D es October 29, 2007 APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: my Commt ��,, j` y 06, 2006 Contractor/Agcntt r 8�{ y Known to Me or _ Produced ID Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) l3� a ss Permit # : Job Address: C95 Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Z Value of Work: $ Suo 6z Permit Type: Building Electrical ✓ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: ! 0 /_[) , ;- Owners Name & Address: Contractor Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Attach Proof of Ownership &, Legal Contact Person: / )L/%rWI 402M(07 Phone: Phone: Fax: 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 verification that I will notify the owner of the property of the requireme is of Florida Lien Law, FS 713. ;Signature of Owner%Agent Dat 3ignatiTre of Contra t r/Agent Dla/te Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page I of I • � s, :� � ,�» 47 as 4s 44 4:3 a:� �� .�,; xa �,ax wr ; DAVID JOriN51, CFA, ASA " m ;r 111 a3 5d 157 t PROPERTY BELGIAN WAY APPRAISER ICC 101 Im 9$ r,%, £a 93 vai+ SENmNOLE COU NTY Ft_ U2 _. I. i 107 E. F1l35T ST 6AFlFORD, FL 32771'1465 10 FQ 7t7 71 r72 73 7!4 ?5 + �* 77 -,,a�� X9.1 i ,. 407, 665 _ y 1 FRE IAN WAY 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-505-0000-1000 Number of Buildings: 1 Owner: JAMES -ANDREWS NINA Y & Depreciated Bldg Value: $131,044 Own/Addy. ANDREWS VERNON L JR Depreciated EXFT Value: $0 Mailing Address: 207 BELGIAN WAY Land Value (Market): $28,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 207 BELGIAN WAY SANFORD 32773 $159,044 Subdivision Name: BAKERS CROSSING PH 1 Assessed Value (SOH): $141,571 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $116,571 Dor: 01 -SINGLE FAMILY Tax Estimator Nctiuc : Proposed Property Tax 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,366 Deed Date Book Page Amount Vac/Imp Qualified 2004 Tax Bill Amount: $2,305 QUITCLAIM DEED 11/2003 05169 0983 $92,700 Improved No Save Our Homes (SOH) WARRANTY DEED 05/2002 84438 1636 $150,600 Improved Yes Savings: $61 WARRANTY DEED 02/2002 04327 0084 $375,000 Vacant No 2804 Taxable Value: $112,448 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... Frontage Depth Method Units Price Value LOT 100 BAKERS CROSSING PH 1 PB 60 LOT 0 0 1.000 28,000"00 $28,000 PGS 27 - 29 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est. Cost Num Bit SF SF SF Value New 1 SINGLE 2002 10 1,361 2,778 2,321 CB/STUCCO $131,044 $133,040 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 424 Appendage I Sgft OPEN PORCH FINISHED / 33 Appendage / Sgft UPPER STORY FINISHED / 960 NOTE: Assessed values shown are NOT cued values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole__county title?parcel=18203150500001000&cp... 9/22/2005 S U I S E POOLS & SPAS LIMITED POWER OF ATTORNEY DATE:' ! EFFECTIVE IMMEDIATELYAND UNTIL FURTHER NOTICE, THIS WILL STAND AS , AUTHORIZATION FOR , CA &JA _____COURIER TO SIGN PERMIT APPLICATIONS, LIEN LAW FORMS ND TO OBTAIN PERMITS FOR SAME IN MY NAME AND LICENSE FOR THE ADDRESS SPECIFIED BELOW; ,w ~` �bq �� -.e 'e"� §fEVfN R. FELICES PRESIDENT/#CPC037053 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this = day of -�Uf.2=:� - 2005 by Steven R. Felices. He is personally known to me and did not take an oath. �,yrno�, Kristy L Stanton My Commission DDI 31693 WExpires July O6, 2006 LIMITED POWER OF ATTORNEY Date: ArAa_ I hereby name and appoint �"► of Sunrise Pools to be my lawful attorney in fact to act for me and apply to for an electrical permit for work to be performed at a residence at a location described as: Section Township Range Lot Block Subdivision M r1 GLynj� n&w ian ujaa 5" -Fora- 39- np (Owner of Property and Addkss) And to sign my name and do all things necessary to this appointment. Brian Keith Miller Printed name of active Certificate Holder (Master Electrician) 4-- ?� Signature of license holder EC -13001686 State Registration or Certificate Number The foregoing instrument was acknowledged before me this 15`h day of _July_, 2005 by Brian Miller who is personally known to me and who did not take oath. State of Florida Cof Volusia Notary Public, State of Florida mss+ Diane T Sawyer My Commission DD143235 p r► Expires August 18, 2006 r�SUN TSE _ onLS SPAS NOTICE OF REQUIRED RESIDENTIAL SWIMMING POOL FEATURES I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (Please initial the method(s) to be used for your pool) 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 will be equipped with an approved safety pool cover that complies with ASTM 11346=91 (Standard Performance Specifications for Safety Covers for Swimming Pools, Spas, and Hot Tubs); All doors 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 self-closing, self -latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $500 and/or up to 60 days in jail as establisheA in Chapter 775, F.S. CO RACTOR'SSIG TURE & DATE CONTRACTOR'S NAME (PLEASE PRINT) ? R'S SIGNATURE & DATE &t►Ajh A-t\d w-4 OWNER'S NAME (PLEASE PRINTI .f S Residential Swimming Pool Contract ,SU RISE DOLS SPAS o �o SUNRISE POOLS & SPAS 1319 LAKE DRIVE • CASSELOERRY, FL 32707 (407)262-9311 1. PARTIES: Agreement between Sunrise Pools & Spas, hereinafter called the Contractor and MA - hereinafter called the Owner. 2. Address: Legal: _ for the owner on the premises described as follows 3. PRICES AND TERMS: (a) The total contract price is $ 1 / 0&tJ payable as follows: (t) `T, /UPJ (ten percent, 10%, at the time of signing of this co I/act 4s�,deposit (2) 1 (thirty percent, 30%. upon setting of the steel frame in floor & walls); (3) �W1 �(j U, �(thirty fie percent, 35% upon placing the concrete on floor and wad but before ompletion of trawled finish coat); (4) "/. NUy(twenty percent, 20%, upon pouring concrete deck, and; (5) o�. 3� (five percent, 5%) or balance of contract price, prior to i ti I chlorination of the pool but, in any event, prior to the utilization of the pool by the Owner. Extras are in addition to the contact price and shall be paid with deck payment. Progress payments and payments for extras are payments for completed work, and if not paid within 10 days from their due date they shall bear interest at the rate of 18% per annum until paid. Owner warrants that this contract contains all the understandings and agreements of the parties. Any changes or modifica- tions of this contract must be in writing by using change of order forms signed by one or more of both parties. The contract price is for all materials, equipment, and labor required for the construction of the swimming pool graphically described in the plot plan signed by the Owner and generally described in the specifications section below. Furthermore, if owner finances pool with Contractor, this agreement is subject to the Home Improvement Installment Contract and Mortgage executed by owner(s). 4. CONSTRUCTION SPECIFICATIONS: Contractor will install a swimming pool and appurtenant structures and equipment in accordance with the plot plan and these con- struction specifications. Contractor reserves the right to substitute like or similar material, equipment or fixtures. The plot plan is intended to be a representation of the pool to be built and is not intended to represent an "as built" drawing, because pool location, elevation of pool, location of decking and enclosures are subject to changes due to set back requirements, locations of existing improvements, soil conditions and other conditions beyond the control of the Contractor. All measurements in this contract and on the plot plan are approximate and the pool dimensions contained in the contract may vary from the "as built" measurements. Deviations up to 3 inches are acceptable. Therefore, the parties agree that it is impossible to ascertain actual damages in the event of deviation from specified pool dimensions. The parties agree to adjust the contract price of an amount calculated by multiplying the percentage reduction of surface area times one-half (Ys) of the total contract price for diminished water surface area, and $5.00 for each vertical inch of depth deficiency measured only at the main drain and shallowest portion of the pool as liquidated damages to owner resulting from said variations, if any. Depth is measured from the floor of the pool to the top of the water line tile. Any additional soil needed for decking or normal grading in excess of what is dug from the pool, is at homeowners expense. If a diving board or slide is installed there is no liability assumed for injuries as a consequence of use or misuse of the diving board or slide. If a diving board or slide is installed later there Is no liability to the pool contractor and it shall cancel all warranties. Material and equipment to be furnished or Installed and work to be done: Elevation of pool, deck slab and slope of deck slab are to be determined by the Contractor unless otherwise specified in�dditional provisions below. POOL: Design CwS Approximate, Shallowest Depth Greatest Depth ApproximateXtest Width Greatest Len�h 36TILE TYPE: Co2 EPS: v SWIM -OUT: �N /INTERIOR FINISH: ELECTRICAL w BOARD E: SLIDE: !P GRABRAILS: DECK: /C p: A61,7jF� " SKIMMER: LIGHT: LENS KITS FILTER TYPE:f Z_ CLEANING EQUIP EN 1�11aFuum, sq,�rush, Leaf Net, Test Kit, Pole) i� CHLORINATOR ? TIMER MOL CLEANER: �� TYPE FENCE REMOVAL: — FENCE INSTALLATION: TREE REMOVAL: '-' STUMP REMOVAL: SCREEN ENCLOSURE: f�GO�ZL�� A� C 2 9 —0/2- DIRT /LDIRT REMOVAL: ,r N If (no) where dropped OTHER PROVISIONS: .55-04 2sIy(_�.7�.7/Z 7�� ��%/G �'_ ��✓v�' 5. 1IMM3 Ht6HT TO CANCEL: The Contractor shall not be obligated to commence construction of this pool until three days after the signing of this contract by the Owner. Since this contract may be construed as a Home Solicitation Sale, Purchaser is hereby notified of his right to cancel under the Home Solicitation Sales Act. This is a Home Solicitation Sale, if you do not want the goods or services contracted for, you may cancel this agreement by mailing a notice to seller. This notice must indicate that you do not want the goods and services and must be postmarked by midnight of the third day after you signed this agreement. If you cancel this agreement, the seller may keep all or part of the cash downpay- ment not to exceed the lesser of five percent of the cash price or $50.00. 6. OFFER AND AGREEMENT: This contract shall be deemed an offer to Sunrise Pools & Spas and shall be null and void unless accepted by a duly authorized offi- cer of the Contractor within ten days of the date and year noted the Owner's signatures. The salesman has no authority to bind the Contractor. All agreements and under- standings are contained in this contract and the Owner warrants that there are no agreements or understandings other than are set forth in this document. Acceptance of the terms of this contract by Contractor is to be communicated to the Owner by transmitting a copy of this contract to them showing acceptance by the sellers by the exe- cution of a duty authorized officer of the Contractor or by commencing construction. NOTICE TO PURCHASER DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ IT OR IF IT CONTAINS ANY BLANK SPACES The Buyer (Buyers) are entitled to exa c p, of ntj t and unde all provisions on the revers"t t ntracl,and-under t nd that s provisions are , part of this contract on the day of i Q.^v SUNRISE POOLS & SPAS OWNER-BUYE - Presented by AUTHORIZE Salesman OWNER -BUYER Lic. No. Accepted by Sunrlse ools & Spas STREET ADD CITY & STAT PHONE NUM SEE REVERSE SIDE FOR IMPORTANT WARRANTIES AND CONCLUSION OF CONTRACE PLAT OF SURVEY i DESCRIPTION: (AS FURNISHED) LOT 100, BAKERS CROSSING PHASE I, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. I P T n-�T----229.51' ------- TRACT A FRIESAN WAY 50' RIGHT OF WAY PC 589'17'34'.E 448.60' ---- ; 219.09 50.00' c S 89'17'34° E �Lo I N WALK ISWALK IS 1.5' OFF 1.4' OFF FNO 5/8" IRON ROD AND CAPNO ID (04-22-02) hOn 9.0 O 10' UTILITY EASEMENT O O-- ----- - -- - -- O N O 35.6 i ------------ FND 5/8" IRON ROD AND CAP N 89'17'34" W i NO ID (04-22-02) 50.00' LOT 72 LOT 713 CERTIFIED TO: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA VERNON LEE ANDREWS JR. AND NINA Y.B. JAMES ANDREWS CH MORTGAGE COMPANY, I , LTD. NOTE: THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY UNE OF LOT 100 BEING S 89'17'34" E PER PLAT. (FIELD DATE:)04-22-02 REVISED: SCALE: I" = 30 FEET APPROVED BY: `KE JOB N0. ASM32916 FINAL 4-22-02/CC 'LOT PLAN 6-21-01 DRAWN BY: LOT FIT 5-2-01 JML 40S LOT 99 LVA 5535 LOT 74- BUILDING 4 - 15.0' in(_:J19 19.7' ' A0j - rl' 5.3' - NAIL AND DISC EXISTING ELEVATION COVERED q u CONCRETE LB ENTRANCE n LS LAND SURVEYOR F PERMANENT REFERENCE MONUMENT PCP TWO STORY - (P) PER PLAT CONCRETE BLOCK h LOT 101 FND b WOOD FRAME b C/W CONCRETE WALK RESIDENCE 6 n! a N C 0207 BELGIAN WAY CS CONCREIE SLAB FINISHED FLOOR (�J PK ELEVARON=41.06 RADIUS POINT CHU OVERHEAD UTILITY LINE O IDENTIFICATION 40.0' 35.6 i ------------ FND 5/8" IRON ROD AND CAP N 89'17'34" W i NO ID (04-22-02) 50.00' LOT 72 LOT 713 CERTIFIED TO: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA VERNON LEE ANDREWS JR. AND NINA Y.B. JAMES ANDREWS CH MORTGAGE COMPANY, I , LTD. NOTE: THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY UNE OF LOT 100 BEING S 89'17'34" E PER PLAT. (FIELD DATE:)04-22-02 REVISED: SCALE: I" = 30 FEET APPROVED BY: `KE JOB N0. ASM32916 FINAL 4-22-02/CC 'LOT PLAN 6-21-01 DRAWN BY: LOT FIT 5-2-01 JML 40S LOT 99 LVA 5535 LOT 74- BUILDING 4 F MERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB06393 320 EAST SOUTH STREET, SUIIE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 I LEGEND BUILDING SETBACK LINE - - CENTERLINE - - RIGHT OF WAY LINE NAIL AND DISC EXISTING ELEVATION LB 04671 (04-22-02) u CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S(W SIDEWALK - C CONCRETE PAL) CS CONCREIE SLAB C CHORD LENGTH PK PARKER KALON F MERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB06393 320 EAST SOUTH STREET, SUIIE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 I LEGEND i. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. �> FOR b THE RM JAMES K. EKERN, PSM #5899 BATT }= QFND NAIL AND DISC LB 04671 (04-22-02) FND 5/8 -IRON ROD AND CAP O LET 04671 (04-22-02) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATUR PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION i. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. �> FOR b THE RM JAMES K. EKERN, PSM #5899 BATT . ,711 MIN. S.S LADDER (3 STEPS) CROSS -BRACED TYPE ,,.w......�" MAX. 29" MI - 2"X6" BULLNOSE CER. TILE +'[' STEEL REBAR MARCITE SLIGHT COLOR) OR STEEL REINFORCE OTHER APPROVED FINISH CONCRETE 2" EOUIL. UNE W/ VALVE (OPTIONAL)3"-6" PLACE TOP REBAR AT SKIMMER LOCATION AND TIE A3 REBAR TO GO BEHIND SKIMMER POSITION. AFTER SHELL IS FINISHED, EXCAVATE BEHIND SHELL, PLACE SKIMMER, AND POUR CONCRETE BEHIND SKIMMER. SKIMMER DETAIL NOT TO SCALE 8" MIN. ,4" DECK "'BARS 12" O.C.E.W. NOTE: DECK ELEV. MAY VARY SEE POOL PLANS LAODEP, DETAIL NOT TO SCALE #3 REBAR O 12" 0/C/E/W Df PREIEWT OESOWD WREW NATE &TN YESIED Or AN AWIEN OLNT TESAW LABO U MY AAO NAW BEEN REREBED AAV ACCEPIM FOR LSMC BY NHE A70O CT WWAREN COMMIT= 1Y IAPSO RESURO/ AAV TSM4 INC CAE faLO1WNG COKL'ROVS ALSO APPY. - 111E LOX XM REMOVAL SYSIEY 70 BE NSTAULZI N ACCORDANCE WIN MOVACAMI; RECrisEADA111M. - COVIRACTOe 70 NSTALL VAC" RELXf BA04,V SYSTEM N ACCEIR IAACT WIN MSECRaV .7..2661.' - ALL PIPIIM9 TO BE SOEDLEE 40 PIC EEARAWG M7 APPROVAL LAEESS ORERWSE AVIED - DE FLOpe allN MEETS INE REDAIWWNTS LY Or ANS'/ASE[ Al/7.128V-1487 AND ORAN COWRS LEFT DE REOUMEAFNIS LY ANSI/ASE A112 198H 1987 fOF AN11-NAR AAV BODY ENNRAPEENC - INS CRAWX TO AARPUMONT COMACTae'S SPECIICA)ION DRAIMIC OV FEE. Fall? MEOAODS AND MA/ERMLS OF CONSIRDCIIM REPTR TO COVIRACTORS EAKii(EL8.0 ! SEALED SPEOFKAnair DRAENC ON ANE WIN DE BUILDING OEPARAENL 32" POOL WALL 6" MIN BALL ADAPTOR \ BALL RETAINER `1" BALL EYEBALL WALL INLET NOT TO SCALE TRANSFORMERi, V-0" __ ?p O1 O. C. E. w. :0 UIT AIROUNOAAN6EPILACE REB RE CENTERS SECTION THROUGH LIGHT NOT TO SCALE MDX SPA TYPICAL i DTIJ NOT TO SCALE I+tROOMIN(T, 13 REBAR O 12' MC.E.W. TO 8' OEPTK 03 REBAR O 6" O.C.E.W. OVER N DEPTH, TE INTERSECTIONS w/ 16 GAUGE ALL BAR LAPS AT 40 OIA MIN. WALL SECTION AT SKIMMER NOT TO SCALE VENT COVER SEE NOTE •1 90• ELBOWS SWIMOUT (DTL) NOT TO SCALE SECONDARY SUCTION AND VENT LIE LOCATION NAY VARY. n6aR GRAN i MINIMUM -16' MAXIMUM.30' MDX POOL TYPICAL "DTO NOT TO SCALE 22 8"MIN 4" DECK r RS 12" O.C.E.W. /3 BARS 12" U.C.E.W. : DECK ELEV. MAY VARY �EE POOL LANS ALTERNATE BEAM I NOT TO SCALE 2-/3 BAR, i I r 6" MIN. -4" DECK LINE RETURN LINE 4.. �2" BARS �eI- 4` THICK (TYPICAL) ALTERNATE BEAM II NOT TO SCALE 8"MIN #3 BARS 12" O.C.E.W. 4" DECK POOL WALL IS 6" THICK (TYPICAL) AL hi -<N ,Ali_ __^--M II NOT TO SCALE U ar.v wnS THESE PLANS HAVE BEEN DEVELOPED OVER AN EXTENDED PERIOD OF TIME. THEY HAVE BEEN ENGINEERED TO CONSIDER MATERIALS, CRAFTSMANSHIP AND DEVIATIONS THEREOF. BCE,INC HAS OBSERVED FAILURES DUE TO IMPROPER WORKMANSHIP AND DEVIATIONS IN MATERIALS. BCE ATTEMPTS TO ACCOUNT FOR THESE VARIATIONS IN THE DESIGNS ANO HOPES THE BUILDERS WALL NOTIFY US WHEN MODIFICATIONS ARE REQUIRED. STRUCTURE MAY VARY IN DETAIL DEPENDING ON THE CONDITIONS SURROUNDING THE AREA IN QUESTION. IN MOST 'ASES, ABEAM IS REQUIRED AROUND THE PERIMETER OF THE POOL SHELL THAT IS CAPABLE OF CARRYING OUTWARD BENDING FROM THE WATER PRESSURE INSIDE THE POOL WITH NO SOIL SUPPORT 4ND TO SUPPORT THE EXTERNAL SOIL PRESSURE WHEN THE WATER IN THE POOL IS ABSENT. REFER TO THE BOND BEAM DETAILS AND NOTE 11 ON THIS PAGE. WHEN MTE SIGNS 4NO SEALS THESE PLANS. WE EXPECT THE BUILDING DEPARTMENTS WILL INSPECT THE FINISHED PRODUCT TO ASSURE THAT THE STRUCTURE CONFORMS TO THE APPROVED PLANS. M) T MMNAAM DISTANCETO VENT T CONNECTION 1'-0" 2"X1-1/2" T LENGTH OF ATMOSPHERIC VENT PIPING: AIIWYUN 18'-0 MAXIMUM 30'-0" 1-1/2" VENT PIPE 2" SUCTION PIPE i-� - 90• ELBOWS T COVER SEE NOTE 24 VENT TOATMOSPHERE ppIN A� MAN ER THAT THE PUMP BUILD NT MUP OR .50 S.RC CAL ICOONTT.AitIX��L KRIS (N. T. S.) LABEL VENT: "POOL SAFETY DEVICE NOT HANDLE" •1. PROTECT THE OPEN END Cr TW VENT WIN AN MSECT-SC CENLS/W lPDWN:S) SECURE THE INSECT SCREEN NTH A STAINLESS STEEL CLAMP AND PANT ALL OPOSED PVC PVMG NM AIN, UV -"TOR PNMT OR PRE -CAB AN NIAME SYSTEK ALTrRNATIVE SUCTION INLET SYSTEM- MAY Y5 M•MAY INCLUDE i ON THE BOTTOM AND ONE ON THE VERTI� PALL- OR ONE EACH ON TWO (2) SEPARATE VERTICAL WALLS. LENGTH OF ATMOSPHERIC VENT PIPING: 2 i O 1-1/2- - 90• ELBOWS MAXIMUM OISTAMCE TO VERT VENT COVER SEE NOTE 22 T CONNECTION 1'-d o U y3 BARS 12" O.C.E.W. Z 2'-0 1-1/2" VENT PIPE /ANCHORED GRATE Ix 6" 1" VACUUM UNE N / L BUILDUP OR MICRO BIOLOGICAL CONTAMWATI LABEL VENT: "POOL SAFETY DEVICE NOT HA RETURN LINE IN DRAIN 2" AUTO RELIEF VALVE M3 BARS l POOL WALL IS 6" 1 1/2" PERFORA D PIPE GRAVEL 12" O.C.E. W. THICK (TYPICAL) SECTION THROUGH. MAIN DRAIN SEAM "KITH FIXTURES NOT TO SCALE NOT TO SCALE _ _ VENT COVER SEE NOTE •1 Df PREIEWT OESOWD WREW NATE &TN YESIED Or AN AWIEN OLNT TESAW LABO U MY AAO NAW BEEN REREBED AAV ACCEPIM FOR LSMC BY NHE A70O CT WWAREN COMMIT= 1Y IAPSO RESURO/ AAV TSM4 INC CAE faLO1WNG COKL'ROVS ALSO APPY. - 111E LOX XM REMOVAL SYSIEY 70 BE NSTAULZI N ACCORDANCE WIN MOVACAMI; RECrisEADA111M. - COVIRACTOe 70 NSTALL VAC" RELXf BA04,V SYSTEM N ACCEIR IAACT WIN MSECRaV .7..2661.' - ALL PIPIIM9 TO BE SOEDLEE 40 PIC EEARAWG M7 APPROVAL LAEESS ORERWSE AVIED - DE FLOpe allN MEETS INE REDAIWWNTS LY Or ANS'/ASE[ Al/7.128V-1487 AND ORAN COWRS LEFT DE REOUMEAFNIS LY ANSI/ASE A112 198H 1987 fOF AN11-NAR AAV BODY ENNRAPEENC - INS CRAWX TO AARPUMONT COMACTae'S SPECIICA)ION DRAIMIC OV FEE. Fall? MEOAODS AND MA/ERMLS OF CONSIRDCIIM REPTR TO COVIRACTORS EAKii(EL8.0 ! SEALED SPEOFKAnair DRAENC ON ANE WIN DE BUILDING OEPARAENL 32" POOL WALL 6" MIN BALL ADAPTOR \ BALL RETAINER `1" BALL EYEBALL WALL INLET NOT TO SCALE TRANSFORMERi, V-0" __ ?p O1 O. C. E. w. :0 UIT AIROUNOAAN6EPILACE REB RE CENTERS SECTION THROUGH LIGHT NOT TO SCALE MDX SPA TYPICAL i DTIJ NOT TO SCALE I+tROOMIN(T, 13 REBAR O 12' MC.E.W. TO 8' OEPTK 03 REBAR O 6" O.C.E.W. OVER N DEPTH, TE INTERSECTIONS w/ 16 GAUGE ALL BAR LAPS AT 40 OIA MIN. WALL SECTION AT SKIMMER NOT TO SCALE VENT COVER SEE NOTE •1 90• ELBOWS SWIMOUT (DTL) NOT TO SCALE SECONDARY SUCTION AND VENT LIE LOCATION NAY VARY. n6aR GRAN i MINIMUM -16' MAXIMUM.30' MDX POOL TYPICAL "DTO NOT TO SCALE 22 8"MIN 4" DECK r RS 12" O.C.E.W. /3 BARS 12" U.C.E.W. : DECK ELEV. MAY VARY �EE POOL LANS ALTERNATE BEAM I NOT TO SCALE 2-/3 BAR, i I r 6" MIN. -4" DECK LINE RETURN LINE 4.. �2" BARS �eI- 4` THICK (TYPICAL) ALTERNATE BEAM II NOT TO SCALE 8"MIN #3 BARS 12" O.C.E.W. 4" DECK POOL WALL IS 6" THICK (TYPICAL) AL hi -<N ,Ali_ __^--M II NOT TO SCALE U ar.v wnS THESE PLANS HAVE BEEN DEVELOPED OVER AN EXTENDED PERIOD OF TIME. THEY HAVE BEEN ENGINEERED TO CONSIDER MATERIALS, CRAFTSMANSHIP AND DEVIATIONS THEREOF. BCE,INC HAS OBSERVED FAILURES DUE TO IMPROPER WORKMANSHIP AND DEVIATIONS IN MATERIALS. BCE ATTEMPTS TO ACCOUNT FOR THESE VARIATIONS IN THE DESIGNS ANO HOPES THE BUILDERS WALL NOTIFY US WHEN MODIFICATIONS ARE REQUIRED. STRUCTURE MAY VARY IN DETAIL DEPENDING ON THE CONDITIONS SURROUNDING THE AREA IN QUESTION. IN MOST 'ASES, ABEAM IS REQUIRED AROUND THE PERIMETER OF THE POOL SHELL THAT IS CAPABLE OF CARRYING OUTWARD BENDING FROM THE WATER PRESSURE INSIDE THE POOL WITH NO SOIL SUPPORT 4ND TO SUPPORT THE EXTERNAL SOIL PRESSURE WHEN THE WATER IN THE POOL IS ABSENT. REFER TO THE BOND BEAM DETAILS AND NOTE 11 ON THIS PAGE. WHEN MTE SIGNS 4NO SEALS THESE PLANS. WE EXPECT THE BUILDING DEPARTMENTS WILL INSPECT THE FINISHED PRODUCT TO ASSURE THAT THE STRUCTURE CONFORMS TO THE APPROVED PLANS. M) T MMNAAM DISTANCETO VENT T CONNECTION 1'-0" 2"X1-1/2" T LENGTH OF ATMOSPHERIC VENT PIPING: AIIWYUN 18'-0 MAXIMUM 30'-0" 1-1/2" VENT PIPE 2" SUCTION PIPE i-� - 90• ELBOWS T COVER SEE NOTE 24 VENT TOATMOSPHERE ppIN A� MAN ER THAT THE PUMP BUILD NT MUP OR .50 S.RC CAL ICOONTT.AitIX��L KRIS (N. T. S.) LABEL VENT: "POOL SAFETY DEVICE NOT HANDLE" •1. PROTECT THE OPEN END Cr TW VENT WIN AN MSECT-SC CENLS/W lPDWN:S) SECURE THE INSECT SCREEN NTH A STAINLESS STEEL CLAMP AND PANT ALL OPOSED PVC PVMG NM AIN, UV -"TOR PNMT OR PRE -CAB AN NIAME SYSTEK ALTrRNATIVE SUCTION INLET SYSTEM- MAY Y5 M•MAY INCLUDE i ON THE BOTTOM AND ONE ON THE VERTI� PALL- OR ONE EACH ON TWO (2) SEPARATE VERTICAL WALLS. LENGTH OF ATMOSPHERIC VENT PIPING: 2 i MINIMUM 18'-0", MAXIMUM 30'-0" 1-1/2- - 90• ELBOWS MAXIMUM OISTAMCE TO VERT VENT COVER SEE NOTE 22 T CONNECTION 1'-d 45 ELBOW 2'-0 1-1/2" VENT PIPE \ `VENT TO ATMOSPHERE IN A MANNER THAT I 2"XI-I 2" / VENT WILL NOT BE BLOCKED BY INFESTATION 2 -SUCTION RPE BUILDUP OR MICRO BIOLOGICAL CONTAMWATI LABEL VENT: "POOL SAFETY DEVICE NOT HA (N.T.S.) THE ACTUAL SUCTION ENTRAPMENT ATMOSPHERIC VENT JAPPROVED SWIMMING POOL, SPA AND WADING WAS ACCOMPLISHED. THE MAXIMUM VACUUM WITH ONE SUMP POOL DUAL MAIN DRAIN ATMOSPHERIC VENT PLUGGED AND A 890Y ENTRAPMENT ON THE OTHER SUMP ARRANGEMENT COMPLIANT WITH 424.2.6.6 OF NEVER EXCEED 4.5 OF MERCURY. THE ENTRAPMENT RELEASED THE FLORIDA BUILDING CODE. IN L FSS THAN THRFF (_s) SFmNm EQUIVALENT LENGTH OF STRAIGHT PIPE FOR VARIOUS PVC FITTINGS PIPE SIZE 1-1/2- 2- 90' ELBOW Y-6" 5'-0 45 ELBOW 2'-0 2-5' ANTI ENTRAPMENT COVER TYP. (COVER MUST COMPLY WITH ANSI/ ASME A112.19.8 M) 2",2.5",OR3" PVC 2" TO 4" MAIN TO PUMP VENT LINE 1-1/2" VENT PIPE THICK (TYYPIICAL) ALL " "ATURE WALL SUCTION (DTL) TOP VIEW NOT TO SCALE NOTES: I. CONCRETE SHALL BE PNEUMATICALLY PLACED. GRADE A, 2500 PSI AT 28 DAYS OR SHALL BE MACHINE MIXED, GRADE A, 2500 PSI AT 28 DAYS. N 2. REINFORCING BARS SHALL CONFORM TO ASTM A15 -58T AND A305 -58T. 3. POOL AREA SHALL BE FENCED PER FLORIDA BUILDING CODE. o 4. POURED CONCRETE SHELLS SHOULD BE WETTED DAILY DURING THE INITIAL 7 DAYS OF CURING IN ORDER TO MINIMIZE THE, POTENTIAL FOR HYDRATION CRACKS. i 5. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. 6. IF USING 12V LIGHTS, 00 NOT TURN LIGHTS UNTIL THE JUNCTION BOX HAS BEEN MOUNTED ABOVE GRADE BEYOND THE DECK. AND INSTALLED TO MEET BUILDING CODES. IF 110V LIGHT IS USED, A G.F.I. OUTLET OR TRANSFORMER TO STEP THE VOLTAGE DOWN TO 12V MUST BE USED. 7. SUITABILITY OF THE SUBGRADE SOILS FOR PROVIDING PROPER SUPPORT TO THE POOL SHELL AND ADJOINING DECK SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. 8. SOIL MUST BE COMPACTED IN 12" LAYERS BETWEEN POOL SHELL AND EXCAVATION LINE FOR POOL SHELL. 9. NUMBER 3 REBAR MAY BE USED IN BOND BEAMS FOR POOLS NOT EXCEEDING 130 FEET IN PERIMETER OR 20'X40' SOUARE. IN POOLS WITH PERIMETERS GREATER THAN 130 FEET, USE NUMBER 4 REBAR IN THE BOND BEAMS. 10. THE REBARS IN THE BOND BEAM MUST HAVE A MINIMUM OF 3 INCHES OF COVER B AND A MINIMUM OF ONE INCH CLEARANCE BETWEEN. o 11. 6X6.10/10 W.W.M. OR FIBERGLASS MESH SHALL BE PLACED IN THE DECK AROUND THE POOL SHELL. 12. A BOND BEAM WHICH IS AN INTEGRAL PART OF THE POOL SHELL, SHOULD BE CONSTRUCTED WITH ALL CONCRETE SHELL POOLS. TWO CONTINUOUS REINFORCING STEEL BARS SHALL BE PLACED IN THE BONO BEAM ALL THE WAY AROUND THE POOL. 13. A MINIMUM WALL THICKNESS OF 6 INCHES IS REQUIRED FOR ALL CONCRETE WALL SHELLS. J 14. SOME SPECIAL VARIATIONS IN BASIC POOL REQUIREMENTS MAY BE ALLOWED, a$ HOWEVER, A SIGNED LETTER FROM THE ENGINEER WILL BE NECESSARY. 15. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 16. IF THE SEASONAL HIGH WATER TABLE IS AT OR ABOVE THE BOTTOM u1 ELEVATION OF THE POOL SHELL, AN 8" MIN. GRAVEL BED WITH A 2" OR 1 -1/2 - PIPE PLUMBED TO THE SURFACE SHOULD BE INSTALLED BELOW THE DEEP END. THIS SYSTEM WILL ALLOW FOR ARTIFICIAL LOWERING AT THE GROUND WATER TABLE IN THE EVENT THAT THE POOL NEEDS TO BE EMPTIED. W 17. THE CONSTRUCTION TECHNIQUE USED TO PLACE THE SKIMMER IN A CUT AREA IN F THE POOL EDGE AND GUNITING THE DECK AND TOP SHELL IN ONE OPERATION WILL BE ACCEPTABLE PROVIDING THERE IS NO STRUCTURAL LOADING ON THE SHELL AREA. 18. AN AREA IN THE TOP OF THE POOL SHELL AND DECK MAY BE CUT IN THE HORIZONTAL PLANE AND THE SKIMMER PLACED WITH ONE REBAR GOING AROUND THE REAR FACE OF THE SKIMMER. NO REBAR IS REQUIRED TO GO BENEATH THE SKIMMER IN THE GUNITE. 19. HARD WIRED ALARMS OR CHILD FENCING IS REQUIRED ON ALL POOLS. 20. WHEN USING CHILD FENCING, REFER TO SITE PLAN FOR DETAILS. 21. (2) MAIN DRAINS, MIN. 3' APART W/VACUUM'BREAKER ARE REQUIRED TO MEET CURRENT REQUIREMENTS. 22. PROTECT THE OPEN ENO OF THE VENT WITH AN INSECT-SCREEN(3/8" OPENINGS) SECURE THE INSECT SCREEN WITH A STAINLESS STEEL CLAMP AND PAINT ALL EXPOSED PVC PIPING WITH AN UV -INHIBITOR PAINT OR PRE -FAB AIR INTAKE SYSTEM. 23. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR ANO/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. m 24. VAC -ALERT SAFETY VACUUM RELEASE SYSTEM, MODEL VA -2000. THIS PRODUCT HAS m CERTIFIED BY THE APPLIED RESEARCH LABORATORIES OF MIAMI, FLORIDA AND MEETS THE PERFORMANCE LEVELS SET BY THE (IAPMO) ACCORDING TO THE FLORIDA BUILDING If CERTIFIED COMMISSION PER THE INFORMATION ATTACHED DATED DECEMBER 04,2001. $ IT MEETS THE REQUIREMENT AS "APPROVED OTHER MEANS." THEREFORE, WE ARE ACCEPTING THESE APPROVALS AND THE APPROVAL OF THE UNDERWRITERS LABORATORIES INC. ALONG WITH SPECIFICATIONS FROM VAC -ALERT (SVRS) AND GIVING OUR APPROVAL AND RECOMMENDATION TO HAVE THIS AS AN ALTERNATIVE TO THE DUAL MAIN DRAINS AS SHOWN ON OUR STANDARD MASTER POOL PLAN. THIS MAY BE USED IN PLACE OF VENT LINE. - - 4) , l 2S a jASA _ >- o 11 1 r I --�� A Ld r�-ANS EXAM INE13 tam 0 `MINGLE COUNTY sCC# 05004 MASTER PLAN ?Ions, notes, specifications, details, and oil other informotion depicted on this sheet and oil attached sheets have been prepared to meet Florida Building Code 2001 standards for Orange, Seminole, Osco, POLK, & Loke Counties of Central Florida. It is the responsibilityto verify with locol, county, city, and state code snforcernent agencies, compliance with building codes and Ordinances for the area of construction. This must be done prior to theuse of this document or ony otloched documents for any purpose. BRYAN C ENGINEERING, hereby reserves its common low copyrights and other copyrights in these plans, ideas, and designs. These ideas, designs and plans are not to be copied or changed in any manner or form whatsoever, nor ore they to be assigned to any third party without first obtaining the express written permission 'n BRYAN C ENGINEERING. L-_ -... ._a. f%1 M VI � 1 U.1 N0 O 0 o OL N N 3 CL M VI ¢ a O 'doh QU1wOJ 2 O Q 4 a J Pri y- vi � LJCn[r� O V) W a Q z -j Lj OC in N Z N Q w O U ED U J z a z J v rn I U 0 Z 10 U � o Z ro E ': n Lit U LJ ; a _Z 0 m C 7 0 J1 W T1`I~. U •- o Nr � Q A <z10 } � O DO r`r�w I/- n A vrrnCc P.S.F.^FIL1V MVV SEMINOLE COUNTY C TYPICAL __ PERIMETER__ F00_ IN_G__ MODERATE SLOPE FOOTI . PCC# Q 5 4 CONC. PAVERS MASTER PLAN t --: 1L11EL1r=1r=III-III-II.I-I • \--2 #5s CONT. COMPACTE 2-1/2" MIN. COVER P.S.F. FILL C, OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 2000 4" CONC. SLAB W/ --10 W.W.M. '.R MESH. P.S.F. FILL FLAT SLOPE / NO FOOTING NO FOOTING Rf0U1RE0 EXCEPT WHEN ADDRESSING EROSION UNTIL THE SLAB WOTH IN THF DIRECTION OF THE PRIMARY POOL ENCLOSURE EXCEEDS J2 FT. THEN A TYPE A FOOTING IS REOUIRfD. SLABS SHALL BE A MINIMUM OF J-1/2(4 ' NOMINAL) THICK. 1hE FOLLOWNG CONDITIONS ALSO APPLY. - THE SLAB / FOUNDATION SHALL BE CLEARED GF DEBRIS, ROOT AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. - MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WIN 6X6.IOXIO lWLDED WRE MESH OR FIBER MESH MAY BE USED IN L/fU OF MESH - IF LOCAL BUILDING CODES RfCU1RE A MINIMUM FOOTING USE' TYPf A FOOTING OR FOOTING SECTIONS REOUIRED BY LOCAL CODE. LOCAL CODE GOVERNS - THE FOUNDATION SHOW ARE SASE ON A MINIMUM SOIL BEARING PRESSURE OF 2000 PSF BEARING CAPACITY OF SOIL SHALL BE WRIF/fD, PRIOR TO PLACING THE SLAB BY FIELD SOIL ZEST OR A SOIL TESTING LAB. – ALL REBAR TO HAW J" MIN. COVER. FTG. w/ (2) A 4' CONC q R .0, TYP. BENT BAR W/ 25' LAP E.W. TYP OF 2 CORNER BAR DETAIL TG. w/ (1) /S 4- CONC. — REBAR TYP. BENT BAR w/ 25 LAP E.W. TYP OF 2 R BAR DETAIL CONC. PAVERS 2 #5s „CONT. 2-1/2 MIN. COVER COMPACTED 200 P.S.F. FILL © TYPICAL PERIMETER FOOTING MODERATE SLOPE FOOTING e CONC. PAVERS 2 #5s CONT. 2-1/2" MIN. COVER COMPACTED 2000 P.S.F. FILL �.B OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING • 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. 2 #5s CONT. \ 3" MIN. COVER COMPACTED 2000 P.S.F. FILL ©OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. X11=1 I M I 1=1 11=1 I -I I I -I I I -I I I -I I I-I —III_III_111= III_ 1 1 #5s CONT. COMPACTED 2000 P.S.F. FILL ` A TYPICAL PERIMETER FOOTING MODERATE SLOPE FOOTING 4", CONC. SLABW/ 6X6 10-10 W.W.M. OR FIBER MESH. e • �� I III III III=III II ' =III=111_111=111_1 = 2 #5s CONT. 2-1/2" MIN. COVER ----- COMPACTED 2000 P.S.F. FILL A- OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 4" CONC. SLAB W/ 6x6 10-10 W.W.M. OR FIBER MESH. ---------------------------------------- i' ",-2 #5s CON T. \ 3" MIN. COVER COMPACTED 2000 P.S.F. FILL O OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING glans, notes, specifications, details, and all other information depicted on this sheet and all attached sheets have been prepared to meet Florida Building Code 2001 standards for Grange. Seminole, Osceola, POLK, & Loke Counties of Central Florida. It is the responsibilityto verify with local, county, city, and slate code enforcement agencies, compliance with building codes and ordinances for the area of construction. This must be done prior to the use of this document or any attached documents for any purpose. )RYAN C ENGINEERING. hereby reserves its common low copyrights and other copyrights in these plans, ideas, and designs. These ideas, designs and plans are not to be copied or changed in any manner or form whatsoever, nor ore they to be assigned to any third party without first obtaining the express written permission 'rom BRYAN C ENGINEERING. (4 4 4`0 MAP ' N i Tum ® on SEMINOLA BLVD - go 1.7 mi i Turn a on US -17-92 - go 3.9 mi Bear Q on RONALD REAGAN BLVD - go 3.3 mi TurnQon E LAKE MARY BLVD - go 0.1 mi W i Turn on S SANFORD AVE - go 0.6 mi Bear ®on BLACK STALLION WAY - go <0.1 mi Tum ®on BELGIAN WAY - go 0.2 mi Arrive at 207 BELGIAN WAY, SANFORD, on the Q S C 1 3ft 8'5" 30, Ament Ba �o 260 sq ft Elite Roof w/ 2 fan be ms 6.6 x 40 40' SCREEN ENCLOSURE COLOR:; (lta�1ZE ROOF STYLE: __a0 C DOORS: Z- KICKPLATES: "-- GUTTERS: SOLID ROOF: CLI TIF JorJ FOOTERS: " FT OTHER: _3 d;Z**s'4' OTY. ALARMS: TILE FOOTAGE: /Os" 6" X 6" FT. 2" X 6" FT. INSERTS: 1. -POOL:DESIGN: REF. NO. 2. SIZE: 30 X l X DEPTHS: TO: 3. TILE: COL R: �OI�- STEP TILE:' 4. DECKING TYPE: // %, COLOR: t 5. POOL GALLONS: 6. PUMP SIZE: !' 7. FILTER TYPE: eep'fit jac FILTER SIZE: S. HANDRILL: 9. SWIMOUT 7 u- 1 O. GRAB RAILS: 11. UNDERWATER LIGHT: �!✓ a SIZE: STZ.� LENS KIT: 12. ELECTRICAL: !vc- 13. SLIDE TYPE & COLOR 14. DIVING BOARD TYPE & COLOR: 15. SKIMMER: 16. RETURN INLETS: 17. MAIN DRAIN: 18. CHLORINATOR: 1/4 19. TIME CLOCK: ' 20. FII,L,T R LOC: 4► �! 21. TYPE INTERIOR FLUSH:T£ 22. TEST KIT: .� �' 23. BRUSH & POLE: " 24. UNDERWATER VAC: 1t�-. 25. HOSE FOR VAC: 26. THERMOMETER- 27. START-UP: 28. AUTO POOL CL. TYPE: IJ��-��r/y 29. STUB OUT: 30. FENCE REMOVAL: 31. FENCE REINSTALLATION: 32. TREE REMOVAL: 33. STUMP REMOVAL: 34. SPRINKLER REMO5. SPRINKLER RER NG: 36. PLANT REMOVAL:% 37. RESODDING: 38. DIRT REMOVAL: i✓� 39. ADDITIONAL FILL DIRT: 40. CLEAN-UP:41. DECK -0 -DRAIN: 4VO FT. 42. SPA: �l 43. THERAPY JETS: 44. HEATER.SIZE: 3 K 7'Lt I//TPE: ��.''1'"�i► 45. WATER FEATURE: 46. ACCESS APPROVAL: 47. OTHER: NAME: V ERwou P ArA1$4 ADDRESS: .2L3% CITY- s/I> L PHONE: HOME: 6 -7, t3 0 "t0/ & of SUNRISE POOLS & SPAS 1319 LAKE DRIVE CASSELBERRY, FL 32707 407-262-9311 FAX: 407-262-9335 WEB SITE: W W WSUNRISEPOOLSSPAS.COM ea*: F.2773 OFFICE: CELL: 7y!� GZB D LEGAL DESCRIPTIO OF�PROPE� SUBDIVISION: LOT /a 0 BLOCK PLATBOOK [D D PAGE(S)2 7 "o CUSTOMER'S SIGNATURE: DESIGNED BY: � DATE V47,401, Name:Steven R. Felices 1319 Lake Drive Casselberry, FL 32707 Permit No.: NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF SEMINOLE MARYANNE MORSE, CLERK OF CIRCUIT COURT SWNOLE COMITY BK 05920 PG 1197 CLERK'S # 200-51&5521 RECORDED 11:49:4 AM RECORDING FEES I&* RECORDED BY L McKinley 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. PARCEL ID # 1. Description of Property: LOT. 100 as recorded in Plat Book ®, Pages �� Public Records of �..�(.. COUNTY, FLORIDA. 2. General Description of Improvement: IN -GROUND SWIMMING POOL zor7 "B�w I an Wo I! a so-nrd 3. Owner Information: Vee�o o- 010 A AiJ I�Azf-u-6 2o"I an W" RTIFIEII COPY] � 0--n fbY l , f=u 3-,>-1'13 MAiRYANNE MORSE Interest in Property: FREE SIMPLE INTEREST CLERK OF CIRCUIT COURT Name of Fee Simple Titleholder: N/A SEMINOLE CO NTY. FLORIDA By DE Y L R 4. Contractor: SUNRISE POOLS & SPAS LICENSE # CPC037053 1319 Lake Drive Casselberry, FL 32707 5 Phone: 407-262-9311 Fax: 407-262-9335 5. Surety: N/ A Phone: N/ A Fax: N/A Amount of Bond: N/A 6. Lender Phone: Fax: 7. 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., Florida Statutes: STEVEN R. FELICES,1319 Lake Drive, Casselberry, Florida 32707 Phone: 407-262-9311 Fax: 407-262-9335 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NONE Phone: N/A Fax: N/ A 9. Expiration date of Notice of recording unless a different (the expiration dat9is 1 year from the date of (Signature of Owner) (Owner's Printed Name) The 23egoing instrument was acknowledged tgbX n is �i day of cS % 200f whb-is personally kno� to ine/who produced as identifica o i not take an oath. a Steven Fellm Commission DD242104 NOTARY PUBLIC %_- Expires October 29, 2007