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HomeMy WebLinkAbout133 Sterling Pine StZ 311111111 INK CITY OF SANFORD PERMIT A; PLICATION Permit#: o "I Date: Job Address: Description of Work: 1 aI I A.A Alk t �Z - F D Historic District: Zoning: slue of Work: $ 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: s� # of Stories: �^#pof Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: . I O © �'�J 1 (^ 0 un �,7 pQ �-+ (Attach Proof of Ownership & Legal Description) Owners Name & Address: '-F-W rna,5 1/V - �—TR�a/ l +4 �4 0-r- 1 3 Phone: Contractor Name & Address: I 75F?11/ * 1 C)a-0Z�, ezq- -, p �t r � State License Number: f OS 1 Ity r1�1-►/'I' Phone & Fax: 0 ^ - Contact Person: �'"130 MWQ E -gr i Phone: Bonding Company: N Address: Mortgage Lender: G . Address: 5 V . O 0(- Archite ngineer. G Phone:qtrl ,' a- rS/ Address: SCSI I 'SIJ D f� F.: 0 9 - - -C 16 93 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 pe it is verific i , that I will notify the owner of the property of the re ents of F 'da Lie a FS 7 5 ' LAs%?031 Signatur f n /Agee Date gignature of Contractor Agent Date Print Owneil nt's Print 'n ctor/Agent's N me PAUL MICHELSON 2 03 Si ature of 3rf6(WMISSION # DD1066 at Signa: e of Notary -State of Fl rids Date a= EXPIRES: April 7, 2006 �.vy Karen L e urg -� pF Bonded?hro Notary Public UnderwritersMCommission CC920798 * *y es March 21, 2004 Owr}er/Agent is Personally Known to Me or Contractor/Agent is Personally KnBtim>t�� NVBV _V Produced ID ( 0C Produced ID i APPLICATION APPROVED BY: Bldg: Zoning: — Indial & Date) Special Conditions: (Initial & Date) Utilities: we (Initial & Date) (Initial & Date) r. Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 PARCEL DETAIL ��,"l14 ffSt 9C' �.''=i4,dlB •- �� ot rr�'�� .,a7i"4fiws,°ln .e�7.ai r J(:ry[L tianl6rd 61. 3277 40 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel id: 10-20-30-511-0000-0580 Tax District: S1-SANFORD Number of Buildings: 1 CHAVEZ THOMAS W & Exem00- Owner: ptions: Depreciated Bldg Value: $109,953 TRACY L HOMESTEAD Depreciated EXFT Value: $1,530 Address: 133 STERLING PINE ST Land Value (Market): $23,000 CIty,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 133 STERLING PINE ST SANFORD 32773 Just/Market Value: $134,483 Subdivision Name: STERLING WOODS Assessed Value (SOH): $116,804 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $91,804 SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY SPECIAL WARRANTY DEED 07/2000 03887 1841 $121,900 Improved 2002 Tax Bill Amount: $1,885 WARRANTY DEED 01/2000 03785 1515 $315,000 Vacant 2002 Taxable Value: $89,066 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 58 STERLING WOODS PB 54 PGS 93 THRU LOT 0 0 1.000 23,000.00 $23,000 95 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2000 9 2,583 2,142 CB/STUCCO FINISH $109,953 $111,627 Appendage / Sqft OPEN PORCH FINISHED / 21 Appendage t Sqft GARAGE FINISHED/ 420 Appendage I Sqft UPPER STORY FINISHED / 1022 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 2000 200 $1,530 $1,700 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. "" If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value- http://www.scpafl.org/pls/web/re web.seminole county _title?PARCEL=10203051100000... 5/30/2003 II 'this Instrument Prepared By: Na►ne�.4Jtt-y,s>r M$1Dg►� Address I`3 G,.� Po r ►:t"f �? N (rJanp I RA .S490 1'ermit No. STATE OF Florida . COUNTY 017' -�..� t I.,o L. Iloll Ilfig tlBoa Mfoenoff aam's Mrm.,......�.....,....��. MAnmNE MORSE9 CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04843 PG 1878 CLERK'S # 21,003091579 RECORM 05/30/2883 110203 AN RECORDING FEES 6.80 RECOFM BY M Nolden NOTICE OF COMMENCEMENT 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 property, and street address if available) 133 7T�E-P-L ► I,- j R N t- Ste. S^%j. i N � �\) ac) o5 Pg.S LI P9 93 9y�,4,iS 2. General description of improvement: Cl Swimming Pool I 'TVk 1 pIZ Wt-tH S'cg-�� E-,ac(-CS-Ue-C-- 3. Owner Information 011HED com ORS13 a. Name and address o M � M � Ai?YANR CUIY Colin ' ' . (P�1�CZ CLERK OF CIR P►R�i ST. 5EMINaLE Colin(', FLORIDA b. Interest in property:. pi1'TY c. Name and address of fee simple titleholder (if other than owner): 0 I P�, O 200 SAY 3 4. Contractor: (name and address) qP0 p --�`g � �] J P• o . fox, ��1a.3S 5. Surety N/A r) u.� o-� �� po, . 3 7Sa-1c�3S a. Name and address: b. Amount of bond $. 6. Lender: (name and address) N/A 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: (name and address) 8. In addition to himself, Owner designated the following person(s) to received a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 'Flee l'orgoing instrument was acknowledged before ine this S l 29 / os by TAA( Y L . C AjVr ?- who is personally know to me/ who produced FL OL- as Las identification and who did not take an oath. Notary as to Ownerv PAII EIZON Commission # =.: :.= MY COMMISSION a DD 106621 Stale of FL County of q°` P° Zoos _ i '�a e� FiandeA Thru Notary Public UrdarwrMers My Commission expires: _ Owner's Name Owner's Address ftMDCi RArLM&C' Permit # Residential Swimming Pool, • .'and • • Safety Act Notice of Requirements I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at 133 nuc, lni geS7 • ���]5ejp a . and hereby affirm that one of the following (Pimm ftnt Address) methods will be used to meet the requirements of Chapter 515, Florida Statutes. lease initial the ethod s to be used for yourPool) _ 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 F1346-91 (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�t 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 established in Chapter 775, F.S. GJ L 12LAI CONT CTO 'S SIGNATURE & DATE V�. CON CTOR'S NAM (PLEASE PRINT) ER'S S N TORE & DATE ,-I, /*N I — OWNER'S NAME (PLEASE PRINT) PLAT OF BOUNDARY SURVEY for. MARONDA NOME5. INC. DESCRIPTION: LOT 58 5TFRUVG W/OOD5 RECORDED IN PLAT BOOK 54 PAGE(s) 93.940nd 95 PUBLIC RECORDS O 5EMINOIP COUNTY. FLORIDA OP s la 200 GRAPHIC 5CALE IAT 59 M v NOT PLATTED per 5TERJNG WOOD5 '(AT BOOK 54. PAGES 93-95) -325.22' 0 -07°48' 55' ZC=44.3G' Ch. =44.33' :H. BRG. = 521 °05' 59 W - 4560Y W D. 4 U.r.— sso'11 I r :I °1 � r YrW W1 A.F O � TWO STa�`1� W I r-4 —.FTrow- � �• 21.03' I :: m • :"col., la D. 4 U.L. s�Q(Y 0 =21•°42'• Ch. BRG. 623"-19' 1'(?*—W' ^DDRE55s ANG PONE STREET LOT 57 1. BEARINGS ARE BASED ON THE CENTERLINE OF BASED ON THE FEDERAL EMERGENCY J 0Z�tnOaTpnz 2. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS AND FOOTERS HAVE NOT BEEN LOCATED. O S m°A�40 N v 4. BUILDING TIES ARE TO FOUNDATION. 0 <n,, f m0 J a �0 +Or>Z m DA1 i iZ-iO� V7 rn•' (n�m�SCO oD Z 00Dmm n m 6. BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED AND PER RECORDED PLAT UNLESS � Q-q 3 ._ W � �• 21.03' I :: m • :"col., la D. 4 U.L. s�Q(Y 0 =21•°42'• Ch. BRG. 623"-19' 1'(?*—W' ^DDRE55s ANG PONE STREET °ZT46E M 5.26. N12 FOt71� Duk NOTES: LOT 57 1. BEARINGS ARE BASED ON THE CENTERLINE OF BASED ON THE FEDERAL EMERGENCY J 0Z�tnOaTpnz 2. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS AND FOOTERS HAVE NOT BEEN LOCATED. O S m°A�40 N �m 4. BUILDING TIES ARE TO FOUNDATION. 0 <n,, f m0 J a �0 +Or>Z m DA1 i iZ-iO� V7 rn•' (n�m�SCO oD Z 00Dmm n m 6. BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED AND PER RECORDED PLAT UNLESS 0�,,m� O -4 Q-q �mm-IT��uDin �� m ._ W mD,mD-rCZmm LINES. AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO Or 0��(�nc)Um30 D ABBREWA IONSItEGEND. 0 x �ovajo -�o v u7�z�°mom. FOUND 1 1/4' IRON PIPE (LS 2005) S FOUND rom ZO=tn0 SCO -( XDmz�o�Dv c0mSxp5mi:j ;0 (nm00>0 rnm=�-c °ZT46E M 5.26. N12 FOt71� Duk NOTES: FLOOD CER71RCATION 1. BEARINGS ARE BASED ON THE CENTERLINE OF BASED ON THE FEDERAL EMERGENCY STERLING PINE STREET BEING N1277'46"E MANAGEMENT AGENCY FLOW INSURANCE CERTIFIED TO RATE MAP. THES?E 2. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS AND FOOTERS HAVE NOT BEEN LOCATED. SHOWN HEREON DOESAW'k0'1'✓'4' W1V Thomas W. & Tracy L. Chavez a ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. THE 100 YEAR FLOOD HAZARD AW'. THIS; /7,E LIES IN ZONE ' X- ' Transland Financial Services, Inc. 4. BUILDING TIES ARE TO FOUNDATION. COMMUNITY PANEL Na 120294 0005E f Title & Guaranty Cor Kampf y p • 5. BUILDING TIES ARE NOT TO BE USED TO EFFECTIVE DATE: i CONSTRUCT DEED OR PLATTED LINES MAP RENSION DATE: AW -4414] ZX/ Chicago Title Insurance Co. 6. BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED AND PER RECORDED PLAT UNLESS (SUBJECT TO CHANCE) Adnoram Title Co. Inc. G�/dip - el-,40/A'.8A OTHERWISE NOTED. THE UNDERSIGNED AND CAVONE.INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES. AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY ORDERS THROUGH APPROPRIATE TITLE VERIF#CATI0 ABBREWA IONSItEGEND. FOUND 1 1/4' IRON PIPE (LS 2005) S FOUND IRON ROD 0 FOUND IRON PIPE O FOUND CONCRETE MONUMENT CURVATURE D.E.-DRAINAGE EASEMENT D CURVATURE U.E.-UTILITY EASEMENT Y EASEMENT D.U.&S.E-DRAINAGE. UTILITY & TY EASEMENT SIDEWALK EASEMENT t7'A ®N�i.vIl ♦ Ci THIS SURVEY NOT VAUD UNLESS EMBOSSED IRm THE 9GNATURE AND RAISED SEAL OF AFL SURVEYORMAPPER - - RECERTIFIED FINAL LOCA TION FOUNDATION LOCATION 'f- 241tw LAND SURVEMS AND MAPPERS JOO COUNTY ROAD 427 SOUTH LONGWOOD, FLORIDA 32750-5499 TELEPHONE (407) 830-9080 FAX Na (407) 339-3636 DOMINICK F. CAVONE - PRESIDENT FLORIDA SURVEYOR & MAPPER NUMBER 2005 LICENSED BUSINESS Na 1-8.5073 FORMBOARD LOCATION STAKE HOUSE STAKE LOT ' w0: STAKE LOT 2040- 2597 w.a STAKE HOUSE 21b0 -2S77 wa FORM CHECK - WO. FOUNDATION ZQM 38Zb wo. FINALS-lg0C@3 WO. RECERT CADD nLE:STWOL5&DWC Remove existing cover from main drain, if presently in place. • Place gasket provided with Main Drain Accessory Kit on the rim within the main drain, lining up holes in gasket with holes on, main drain. The gasket will fit loosely within rim of main drain. Make certain gasket is seated correctly before proceeding. • Insert Main Drain Accessory Kit into main drain, lining up screw holes on Main Drain Accessory Kit with the screw holes cn the main drain. Main Drain Accessory Kit can be oriented in any position for this application. Screw the body otthe Main Drain Accessory Kit into `place with two (2) 1 -inch screws provided. - ZTesiad in accordance W th ASTMJANSt • ,Place cover of Main Drain Accessory Kit onto housing, aligning the legs on the bottom of the cover so they push down on the arms Standard A112.19.81A' of the flapper, pushing the flapper open. U.L. Listed Suction ' Remove the warning label from the cover of the Main Drain Accessory Kit, exposing the second screw hole, and screw cover into Fitting 88D9 92 GPM place with two (2) 1-1/4 inch screws provided. Make certain screws engage in rim of Main Drain Accessory Kit. Tighten securely. NOTE: DO NOT ATTEMPT TO REPAIR OR REPLACE THE MAIN DRAIN ACCESSORY KIT FLAPPER ASSEMBLY. PLEASE CONTACT YOUR LOCAL SUPPLIER/POOL DEALER FOR ASSISTANCE. HAYWARD RECOMMENDS THE USE OF ITS MAIN DRAIN ACCESSORY. KIT SPI048RKIT TO REDUCE THE RISK OF ENTRAPMENT OR EVISCERATION. SAFETY INSTRUCTIONS f'feas� r a d e 9: lanprtf rmaiaon • Never operate a pool without all main drain covers SECURELY in place. • FAILURE to ensure main drain covers are SECURELY attached could result in SERIOUS BODILY INJURY or DEATH. • Use ONLY the correct Hayward stainless steel screws to secure cover. If screws are lost, order replacements from your supplier. • Building codes require TWO functioning pool drain/suction outlets. If existing installation has only one main drain/suction outlet, Hayward Main Drain Accessory Kit SPI048RKIT is recommended. t HAYWARD POOL "l Hayv,ard Pool Products, Inc. Ha -o 900 Fairount Avenue 2875 Pomona Boulevard Elizabeth, NJ 07207 The pool shall not be operated if the suction outlet cover is missing, broken or secured in such a way that it can be removed without the use of tools. If the suction outlet system, such as a filtration system, booster system, automatic cleaning system, solar system, etc., has a single suction outlet, or multiple suction outlets which can be isolated by valves, each suction outlet shall protect against bather entrapment by either: A) An antivortex cover, B) A twelve inch by twelve inch (12" x 12") or larger grate, C) Other means, (e.g. Hayward Main Drain Accessor/ Kit SP1048RKIT). CAUTION: All drains must be installed according to applicable codes and standards in effect at time of installation. The open area of the grate must be at least four (4) times the area of the pipe, or provide sufficient area so the maximum velocity of the water passing through the grate will not exceed two feet (2'1 per second. With anti -vortex type outlets, entrance velocities may be increased to six feet (6") per second. f,vard Pool Products, mInc. Pomona, CA 91768 Hayward Pool Products Canada Hayward S.A. 2880 Plymouth Drive Zone Industrielle de Jumet Oakville, Ontario LSH 5R4 B - 6040 Charleroi (Belgium) HAY A OL PRODUCTS, INC. 620 DIVISION ST • P.O. BOX 18 • ELIZABETH, NEW JERSEY 07207 • (908) 351-5400 Sales and Marketing FAX (908) 351-1386 HAYWARD POOL PRODUCTS SP1048RKIT MAIN DRAIN ACCESSORY KIT BACKGROUND There have been some recent changes to the Florida Building Code relative to Engineering Design and Entrapment Avoidance and Protection for Suction Inlets in Private Swimming Pools. This is detailed in Paragraph 424.2.6.6.3 of the 2002 Florida Building Code. The following are the approved means of compliance with the new Code requirements: • A Vacuum Release system • Vent Pipes in the system o Other approved device or means... ... And this is where Hayward Pool Products steps in with the SP1048RKIT Main Drain accessory Kit. PRODUCT DETAILS The SP1048RKIT Main Drain Accessory Kit was designed to reduce the risk of entrapment or evisceration from Main Drain suction. It was developed to work either as a retrofittable accessory kit on existing Main Drains or as an add-on to most Hayward Main Drains. In the event that the Main Drain cover is removed or dislodged, the "flapper" device will immediately shut off the suction. This feature gives the Pool - Owner peace of mind for more enjoyable swimming fun, while providing them with an extra level of protection for anti -entrapment and safety that complies with the 2002 Florida Building Code. All Hayward Main Drains are UL® approved and comply with provisions of the ASME/ANSI A112.19.8M-1987 standards. `(Dew 3y6 ral V 4*MN `lNtlM 1?,aof Lic. No.CPC057140 POOLS P.O. BOX 51235 LONGWOOD, FL.32752-1235 (407) 767-7665 . �I SMALL MACHINE DIG DIG & HAUL BOBCAT SHUTTLE plan and specs approved by homeowner uroi�, rwi. l ( POOL WATER DIlVIENSIO�(� X �g DEPTHS: SURFACE AREA: 334 s%tFi PERIMETER 'rJS Pump Type: HAYWARD NORTHST4R Size = 1L5L- H.P. Extra Pump: Size = - H.P. Filter Type: HAYWARD C 1RTRIDGE Size S.F. Main Drain: 2 # Color: WHITE Size = 2" Skimmer: 1 # Color: WHITE Size= 2" Side Suction: NO Returns: YES Type: DOWN -JETS # 0 Color: WHITE Caretaker — Floor Heads ONLY: Color: WHITE Spa Heads: -- Step/Bench Heads: — Color: WHITE Deck Canister: Water Valve/s: _ # Pool Cleaner: Type: STUB -OUT LLVE Sanitizer Type: C- zoo Pool Heater:.ypa-oo L-7 Overflow Line: _WLength: _ Frbbm -To: Auto Fill Line:_ Po Type: Pool Light: i7— 0 .2gm W& -t --r Time Clock Type: 24 HOUR TI,bIE CLOCK # I of pumps Water Feature: — _ _ Size: 00'# 0 Manual Cleaning & Water Testina Eauioment: V17C Waterline: 6"X6" Type: _ . SQ. FT. Step & Bench Tile: YES Type: SPOT INLAYS _ -SQ. FT. Spillways: Type: - LN. FT. Deck Edge Type: LB/� c1WUG. Deck Type: 5rreW Nq Lanai Area: C�[G ��N1'1�S ��� - SQ. FT. I1a000S _ 1 Deck Step Type:C�Jt RYC lIC . . Lin. FT. _c Footing: Type: rgq ;SF& - Lin. FT. Retainind Wall Req.: 136 Type: a0 _7 ., Diving/ Jump Board: .To Type: Size: 00' Other — O V plan and specs approved by homeowner uroi�, rwi. l ( POOL WATER DIlVIENSIO�(� X �g DEPTHS: SURFACE AREA: 334 s%tFi PERIMETER 'rJS Pump Type: HAYWARD NORTHST4R Size = 1L5L- H.P. Extra Pump: Size = - H.P. Filter Type: HAYWARD C 1RTRIDGE Size S.F. Main Drain: 2 # Color: WHITE Size = 2" Skimmer: 1 # Color: WHITE Size= 2" Side Suction: NO Returns: YES Type: DOWN -JETS # 0 Color: WHITE Caretaker — Floor Heads ONLY: Color: WHITE Spa Heads: -- Step/Bench Heads: — Color: WHITE Deck Canister: Water Valve/s: _ # Pool Cleaner: Type: STUB -OUT LLVE Sanitizer Type: C- zoo Pool Heater:.ypa-oo L-7 Overflow Line: _WLength: _ Frbbm -To: Auto Fill Line:_ Po Type: Pool Light: i7— 0 .2gm W& -t --r Time Clock Type: 24 HOUR TI,bIE CLOCK # I of pumps Water Feature: — _ _ Size: 00'# 0 Manual Cleaning & Water Testina Eauioment: V17C Waterline: 6"X6" Type: _ . SQ. FT. Step & Bench Tile: YES Type: SPOT INLAYS _ -SQ. FT. Spillways: Type: - LN. FT. Deck Edge Type: LB/� c1WUG. Deck Type: - LN. FT. . SQ. FT. Lanai Area: C�[G ��N1'1�S ��� - SQ. FT. Deck -O -Drain: -4t,,S - Lin. FT. Type: %am Concrete Pump: YES Raised Beam Pool Tile: 6": 12": Deck Step Type:C�Jt RYC lIC . . Lin. FT. _c Footing: Type: rgq ;SF& - Lin. FT. Retainind Wall Req.: 136 Type: - Lin. FT. Texture Wall: — Type: Diving/ Jump Board: .To Type: Size: 00' Other — 100 Watt Spa Light: -Y_ Concrete S a: !/ Surface Area: -2Q-S.F. Per.`.3-L.F. Spa Jets:# Type: ��� Preplumb Sega Jets:�o Spa Suctio Line Size: Z Spa Jet Line Size: -2,7 - Heater: )cS Size: L.P. Gas: &.-;.,Natural Gas: Electronic Ignition: " GAS TANK and or GAS LINES by HOMEOWNER Spa Fountain: Jo Type: Auto Control: M Type: Spa -Side Switch:Mo Type: Spa Damwall: 12Curbed: 140 Spa Height: � Beep Aluminum Metal Color: l�i}{ITE Roof Type: Wall Height: # of Doors: 2 - Aluminum Aluminum Roof: EM Size: (otxX 1 Type: ' Aluminum Metal Color: Net Color: BLACK Length: 30 ( Height: 4FT. POOL INTERIOR FINISH: SEA MAI ®EN HOMEOWNER: JOB ADDRESS: SUBDIVISION: TELEPHONE #: Remove Existing Concrete Slab/s: -00-"/0011/00" _Size/s: 00'x00' 00,X00, 00,X00, EXTRA Remove Stumps: # _ Size/s: 00" /00" /00" In Pool Area: _ Outside Pool Area: P O O L S �l or1 d. -T zAr— 3"3S- wN� PANE S�-. �T S8 WORK Remove Fence: Replace Fence: -- Ed Sullivan a S� +t 2a -rF �� p9S PERFORMED Remove Existing Landscaping: Well Water Fire -Up: NO DESIGN CONSULTANT H' 1��Z- T, N T� Redo Irrigation: _ Re -Sod Yard/Access: _ Replace Sidewalk: if broken es NOTES 1. FOR RESIDENTIAL POOLS UP TO WATER DEPTH OF 8'-G'. ' #3 REBAR 12' O.C.E.W. OVER 8'-0'- SPECIAL ENGINEERING REQUIRED AND IS NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL BE SUCH AS TO PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0', SPECEAL DESIGN REQUIRED. 2. CONCRETE COVER OVER REBARS MUST BE 3500 LB. PER SQUARE INCH AND COMPLY WITH ALL BUILDING CODES. THIS POOL IS NOT DESIGNED FOR POSSIBLE HYDROSTATIC UPLIFT FORCES, THE WATER SHALL NEVER BE REMOVED FROM THE POOL STRUCTURE UNLESS ALL HYDROSTATIC UPLIFT FORCES ARE TOTALLY REMOVED. 3. REINFORCING BARS SHALL BE D -FORM STEEL BARS AND CONFORM TO ASTM -A15-58 T AND A305-58 T. 4. OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER TO COMPLY WITH 424.2.17.1 - 424.2.17.10. ADEQUATE PROTECTION SHALL BE GIVEN AROUND POOL DURING EXCAVATION. 5. ALL PIPING SHALL BE PVC SCHEDULE 40. PIPING SYSTEMS SHALL BE PRESSURE TESTED TO 35 PSI PRIOR TO COVERING PIPES. G. THE WATER SUPPLY SYSTEM SHALL BE EQUIPPED WITH A BACK FLOW PREVENTOR. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED. 7. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 6 FEET PER SEC. THE MAXIMUM PIPE VELOCITY IN PRESSURE PIPES SHALL BE 10 FEET PER SECOND. B. FLOOR THICKNESS SHALL BE MINIMUM OF 6' WITH CODE REQUIRED COVER OF REINFORCING. FLOOR REINFORCING SHALL BE #3 BARS 2 12' E.W. 9. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSER THAN I FOOT MORE THAN THE DEPTH OF THE POOL AN ANGLE OF REPOSE LETTER WILL BE REQUIRED FROM THE ENGINEER. 10. THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, WALL INLETS, ETC. MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SO. FT. OF POOL SURFACE, 3 WALL RETURN INLETS, AND ANTI ENTRAPMENT DRAIN. 11. PLACEMENT OF THE FILTRATION AND PUMPING EQUIPMENT SHALL COMPLY WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS. 12. ALL BUILDING, GAS, MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO FBC 101.4 THRU 101.4.12, 2001. ELECTRICAL TO CONFORM TO NEC 1999. 13. THE SOIL BEHIND THE POOL WALL IS AN INTEGRAL PART OF THE STRUCTURE AND MUST NOT BE REMOVED WHEN THE POOL IS FULL OF WATER. 14. SWIM -OUTS AND/OR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS AND WHERE DEPTH EXCEEDS 5 FEET OR MORE. 15. ALL GLASS LOCATED WITHIN 5 FEET OF THE POOLS EDGE SHALL BE CONSIDERED A HAZARDOUS LOCATION. GLASS SHALL BE GLAZED OR PASS CPSC 16 -CFR, PART 1201 OR COMPARATIVE TESTING. 16. TEMPERATURE AND TIME CONTROL DEVISES SHALL COMPLY WITH E.C. 612.1.ABC.2.3. 17. PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION. 18. ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH ANS/NSPI-4 1992 AND NSPI-5. SKIMMER -ANTI-VORTEX LID —SP 1040R -KIT -MAIN DRAIN POD ALTERNATE A TER TO 6' BULL DECKING NOSE TILE --t I �JP 2 /3 BEAM BARS CONTINUOUS 2' FROM TOP OF BEAM. MIN. SHELL 1--i- I BEAM TSI LE EDGE A B 1 C 0 x POOL SECTION N.T.S. POOL TYPE A� I4LTWIIS1ir7Cy3 Ly1!n.�.l>t.�•rI Wru:R. aRtG•r' APPROVED SWIMMING POOL, SPA AND WADING POOL ENTRAPMENT PROTECTION FOR SUCTION INLETS COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE 1. MAIN DRAINS TO BE INSTALLED WITH A HAYWARD MAIN DRAIN ACCESSORY KIT MODEL NUMBER SP104BRKIT. PER MANUFACTURES SPECIFICATIONS. 2. THE HAYWARD MAIN DRAIN ACCESSORY KIT HAS BEEN TESTED IN ACCORDANCE WITH ASTM/ANSI STANDARD A112.19.8M. 3. A MIN. OF TWO SUCTION INLETS SHALL BE PROVIDED FOR EACH PUMP, SEPARATED BY A MIN. OF THREE FEET OR LOCATED ON TWO DIFFERENT PLANES. 4. SUCTION LINE SIZE WILL VARY SEE CHART BELOW. THE HAYWARD MAIN DRAIN KIT IS DESIGNED TO SEAL SKIMMER MAIN DRAIN IF THE COVER IS REMOVED = / PREVENTING ENTRAPMENT. -- / 3' MIN/ NO MAX. ANTI -VORTEX UO ­401W 18" MIN. % SP 1048R -KIT TEE TO BE CENTERED BETWEEN DRAINS MAIN DRAIN POD --- [f —ANTI -VORTEX LID —SP 104BR-KIT —MAIN DRAIN POD MAIN DRAIN PIPE SIZES ALTERNATE B / POOL VOLUME SUCTION LINE SIZE MAX. FLOW RATE GALLONS INCHES CPM 0 - 5,000 1-0" 15 5,000 - 10,000 1-1 2' 25 10,000 - 20,000 2 60 20,000 - 30,000 2-1 2 85 30,000 - 40,000 3 130 ANTI ENTRAPMENT DRAIN N.T.S. MIN. 2" COVER C ALL BAR 6' TILE 2 #3 BEAM BARS CONTINUOUS 2" FROM TOP OF BEAR L" I BEAM DECK OVERPOUR (CANTILEVER) BEAM FINISH DETAIL COPING OR BRICK MIN. 2' COVER OVER ALL BARS — 6" TILE 2 03 BEAM BARS CONTINUOUS 2" FROM TOP OF BEAM. --� HAYWARD PUMPS DECKING il 45' ANGLE MIN. SHELL 1 I BEAM BL RICK 1 BRICK FLOW THRU SCHEDULE 40 PVC PIPE VFI nCITY = FFFT PFR SFCnNn PIPE SIZE 6FPS 7FPS 8FPS 9FPS 1OFPS 1" 15 GPM 18 GPM 21 GPM 23 GPM 26 GPM 1.5" 37 GPM 43 GPM 50 GPM 50 GPM 62 GPM 62 GPM 72 GPM 89 GPM 92 GPM 103 GPM 5"hi PM 1 PM 11 PM 131 PM 146 PM WasOff ToMNWTM M"W7*0�1�10"N� W iRKFiM�, f�ii».�iTi���i71�1�i1R.�i�iiiilikf.>•iG�i FLOW THRU SCHEDULE 40 PVC PIPE VFI nCITY = FFFT PFR SFCnNn PIPE SIZE 6FPS 7FPS 8FPS 9FPS 1OFPS 1" 15 GPM 18 GPM 21 GPM 23 GPM 26 GPM 1.5" 37 GPM 43 GPM 50 GPM 50 GPM 62 GPM 62 GPM 72 GPM 89 GPM 92 GPM 103 GPM 5"hi PM 1 PM 11 PM 131 PM 146 PM VALVE PUMP FILTER TO RETURN i (SEE RESTRICTIVE NOTE) CANTILEVER EDGE CONCRETE TILE BACK 6' TILE PLASTER FINISH TRANSFORMER (IF LOW VOLTAGE) (MOUNT 8' ABOVE POOL HIGH POINT) T '-1 #3 BEAM ROD CONTINUOUS 2' FROM TOP OF BEAM. UNDERWATER LIGHT WITH LOW WATER CUT-OFF a3 REBAR 12' O.C.E.W. lz-(FOR WATER DEPTHS UP TO 8'-01) STAINLESS STEEL LIGHT NICHE WITH GROUNDING PER N.E.L. 3,000 PSI GUNITE OR SHOTCRETE 2 28 DAYS #3 REBAR CONTINUOUS WATER CURE FOR 7 DAYS. AROUND POOL MIN. OF 2' OF CONCRETE COVER OVER ALL REBARS OR AS REQUIRED BY CODE, WHICHEVER IS GREATER. ALL METHODS AND MATERIALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE (2001 WALL SECTI❑N N.T.S. DEC Z 0 2002 'Z_el <__"' TIN T. TRAN, RE, #55359 � w � W o r NU C r O �7aw z c i z N 5wm q j . z QW.■® V u. o .en OO . N of .4 O ac = o e W n 0 IcIc o J CL 6 OO W a J S z LL O W Q LL O W < I- 01 < i W It 0 U. DRAW& LH CF&CIIIf& TTT OATC NOVEMBER 2002 �eAl n GD NAIW SEAMAIDEN.DWG im 0 POOLS SMET ,-OF 1 SHUT/