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HomeMy WebLinkAbout503 Springview Drro. CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit # : 0 U ^ S , Date: 9-06-05 Job Address: 503 4PRINGVIEW DR, SANFORD, FL 32773 SEP 0 7 2005 Description of work: CONST SWIMMING POOL Historic District: Zoning: 5Q - I Value of Work: $ 11711-119, � U Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool X 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: 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) Parcel #: 10-70-30-505-0000-0100 (Attach Proof of Ownership & Legal Description) Owners Name & Address: ERNEST M. & KATHLEEN M. S SMITH _ 503 SPRINGVIEW DR., SANFORD, FL. 32773 Phone: 407-782-9888 Contractor Name & Address: ALL SEASONS POOLS CPU 023576 185 E. AIRPORT B ate License Number: Phone&Fax: 407-971-2020 407-321-54d tact Person: DON GARDEN Phone407-948-5159 Bonding Company: Dl / A Address: N/A Mortgage Lender: N/A Address: N / A Architect/Engineer: N/A Phone: Address: N/A 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 tis verif tion th I will no ify the owner of the property of the requiremen of Florida ien �7. Signature of Owner/Agent Date ignature of Contractor/Agent Date ERNEST SMITH JOHN N WATTS PXt 9wner/Agent's N4wee, /7 /' , _ ___-Pri1 toptractor/Agent's WrTe Signature of Notary -State of 9jF•••••P Owner/Agent is L/ _Personally Knot4ry�j Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: ff9'ete�'J Signature ofNotary-StateofFlorida ission#D189954 es. Mar 06, 2007 Bonded Thru or Atlantic Bonding Co., Inc. Contractor/Agent is _ Personally rn_ Produced ID ,� 1 F Z n � / tilities: (Initial & Date) nitial &Date) (S_' Q1-6�ck �d k w C Sc-,�eA �5- ��yY ee D. Crowley o mission 40 189954 �.xpires: Mar 06, 2007 OF FLOQ� Bonded Thru Knbwm td'Me (Atlantic Bonding Co.. Inc. FD: (Initial & Date) (Initial & Date) I��D Seminole County Property Appraiser Get Information by Parcel Number Page I of I I .Ire —web. seminole_county_title?parcel=10203050500000100&cpad=SPRINGVIEW&cpad—nu9l7l2OO5 .... .. . ......... .... .. ......... APPRAISER 0. % % 4137 - j5&5 7 SOP, X. X 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 10-20-30-505-0000-0100 Depreciated Bldg Value: $93,917 Owner: SMITH ERNEST M & KATHLEEN M Depreciated EXFT Value: $0 Mailing Address: 503 SPRINGVIEW DR Land Value (Market): $21,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 503 SPRINGVIEW DR SANFORD 32773 Just/Market Value: $114,917 Subdivision Name: GROVEVIEW VILLAGE 1 ST ADD REPLAT Assessed Value (SOH): $73,944 Tax District: SI-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $48,944 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax 2004 VALUE SUMMARY SALES Tax Value(without SOH): $1,608 Deed Date Book Page Amount Vac/Imp Qualified 2004 Tax Bill Amount: $959 WARRANTY DEED09/1983 01491 0992 $56,900 Improved Yes Save Our Homes (SOH) Savings: $649 2004 Taxable Value: $46,790 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 10 GROVEVIEW VILLAGE 1 ST ADD LOT 0 0 1.000 21,000.00 $21,000 REPLAT PB 26 PGS 4 TO 6 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SIF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1983 6 1,412 1,941 1,412 CONC BLOCK $93,917 $102,642 Appendage / Scift OPEN PORCH FINISHED/ 49 Appendage / Scift GARAGE FINISHED / 480 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valoren tax purposes. *** If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. .Ire —web. seminole_county_title?parcel=10203050500000100&cpad=SPRINGVIEW&cpad—nu9l7l2OO5 This Instrument Prepared by Diane Watts ALL SEASONS POOLS & SERVICE 185 EAST AIRPORT BLVD. SANFORD, FL. 32773 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF: SEMINOLE 111111111111Hill 1111111111111111 Blom IND III H am III 111111 MARYANNE MOR8E, CLERK OF CIRCUIT COURT SEMINULE COUNTY Flt{ 05889 PG 1861 CLERK' S # 200 5152 709 RECURDED 09/07/2.005 02:22:47 P14 RICURDING FEES 10.00 RELUNDED BY D Thooas 1. 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. LOT 10, REPLAT OF GROVEVIEW VILLAGE'FIRST ADDITION, AS RECORDED IN PLAT BOOR 26, PAGES 4-6, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 503 SPRINGVIEW DR;;', SANFORD, FL. 32773 2. General description of improvement: CONSTRUCT SWIMMING POOL Yy 3. Owner information . a. Name and Address: ERNEST & KATHLEEN SMITH 503 SPRINGVIEW DR., SANFORD, FL. 32773 C�ttTIfltD � R�t N1ARY.p,NN T ",CURT CLERK OF CIRC�Y FLORID 111.E C _ 8y p6PUn rLF-11:1. b. Interest in property: Fee Simple N/A c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: ALL SEASONS POOLS & SERVICE 185 EAST AIRPORT BLVD. SANFORD, FL. 32773 5. Surety: NA 6. Lender: NA, N/ASAP 0 7 2005, 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 (I) "`(a) 7, Florida Statutes: N/A 8. In addition to himself, Owner designates the following person(s) to receive a copy of The lienor's notice as provided in Section 713.13 (1) (b), Florida Statutes ( name and address) a NA 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified ( Signature of Owner )ERNEST SMITH OWNER'S NAME: 1D>?IVE25 LIcC-A 6- ERNEST & KATHLEEN SMITH OWNER'S ADDRESS: 503 SPRINGVIEW DR., SANFORD, FL. 32773 STATE OF FLORIDA COUNTY OF: ORANGE foregoing instrument was acknowledged before me this day of e---<1Vp,,n,duced 2005 By S� IeS r who is personally known to me or who has DRIVER LICENSE # c>� As identification and who did (did not) take an oath: 1' NOTARY Sheree D. Crowley , Commission #DD 189954 Expirees: M 2ar 06, .007 °; F, Atiantie Boiidin Co , Inc executive line J .. .Made this 28TH OFFICIAL RErO E,nnk. 1491 0992 SE11,1 HOLE CO. FL. day of SEPTEMBER , .4. D. 19 83 13dWrM CENTEX HOMES OF FLORIDA, INC. a corporation existing under the laws of the State of NEVADA having its principal place of business in the County of ORANGE and State of FLORIDA party of the first part, and ERNEST M. SMITH AND KATHLEEN M. SMITH, HIS WIFE AS AN ESTATE BY ENTIRETIES, WHOSE POST OFFICE ADDRESS IS 503 SPRINGVIEW DRIVE, SANFORD, FLORIDA 32771 of the Cortnty of SEMINOLE and State of FLORIDA partthe second part, yMrS1304, that the said party of the first part, for and in consideration of the Sum of!'EN AND N0/100 Dollars, to it in hand paid by the said party of the second part, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said party of the second part forever, the following described land, situate, lying an.d being in the County of SEMINOLE , State of Florida, to wit: LOT 10, REPLAT OF GROVEVIEW VILLAGE FIRST ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGES 4, 5, AND 6, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. SUBJECT TO TAXES FOR THE YEAR 1983 & SUBSEQUENT YEARS. SUBJECT TO EASEMENTS AND RESTRICTIVE COVENANTS OF RECORD, BUT THIS REFERENCE TO RESTRICTIVE COVENANTS SHALL NOT OPERATE TO REIMPOSE THE SAME. THIS INSTRUMENT WAS PREPARED �, > r! + (' INCIDENTAL TO THE .WRITING OF A ""' DOCUI�d"Cbt}4--�•, ''A�' 7A r �� c' DEPT. OF REVC-N l v a' TITLE INSURANCE POLICY n BY: DONALD E. ROSS, PRES. OF KR, ,� P©. �= SEP29'83 \� �' ,�` 2 5 6. 0 5 ROSS TITLE COMPANY =N45 1018 E. ROBINSON, ORLANDO, FLORIDA .4nd the said party of the first part does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. 3n WiMmi 04rrrof, the said party of the first part has "'rr•., caused these presents to be signed in its name by its President, EX and its corporate seal to be a)fixed, attested by its the day and year above wn4ten. « ; '. Corporate 1 Sial) -*Paled nnb Drlinered in Our --'OeZA — fttr of Nlortbtt CENTEX HOMES OF FLORIDA, INC. By RICHARD SMITH renenre: VICE PRESIDED (,C-) v rn r- M,, rn ' tz c . CZ :\ T z Tountg of ORANGE rte' 3 34ereby hiertifg, That on this 28TH day of SEPTEMBER 4. D.19 83, before me personally appeared and RICHARD SMITH, VICE PRESIDENT OF CENTEX HOMES OF FLORIDA, INC. , a corporation wader the laws of the State of NEVADA to me known to be the persons described in and who executed the foregoing conveyance to ERNEST M. SMITH AND KATHLEEN M. SMITH, HIS WIFE and severally acicnowledsed the execution thereof to be their free act and deed as such officers, for the uses and purposes therein menSj=e jj, and that they affixed thereto the official seal of said corporation, and tk&Q;(ins-trument is the act and deed of said corporation,. b ,• llitnrBe my signature and official seal at Q in the County of ORANGE i3 "e, y and year last aforesaid. Wtdiy(Public `' ,} .My Commission Expires , INSTALLATION INSTRUCTIONS (for distributors and "do -it -your -self" homeowners) ESTIMATING JOB REQUIREMENTS Measuring exactly how much fence will be required is always the first consideration, of course. Pick a start point such as the steps 'of the pool, using the rolling measure stay a minimum (if possible) of two feet from the water line of the pool and simply walk the roller around the pool and back to the starting point. We try to encourage customers to maintain at least the two foot distance to allow for easy walking, playing, cleaning, et1c, on' the inside of the fence so that pool use and care are easily accomplished by just opening the. gate section at the steps. If the two foot clearance cannot be maintained then you will have to .compromise and bring the fence in closer. Do not set up a layout in which you will be drilling closer than 2 inches from the outer edge of a concrete pool deck. SAFLTYGUARD, INC. fencis manufactured in 15' section lengths with 36" hole spacing on center. Order fencing by dividing theltotal footage required by 15 and round up to the nearest whole section. Example: The job is 129 ft. total (129/15=8.6). Your order would be for 9 sections of fence which totals 135 feet. Cut sections of fence that are left over from this job can be applied to a future job or cover any errors you may have made I doing your estimate. Keep this in mind when ordering for your next job, over several jobs you will accumulate cut sections and may not have to order additional footage. INSTALLATION LAYOUT The customer has chosen fol the fence to be located 24 inches from the water line of the pool with a single standard gate opening! at the steps..The example pool will be a elongated style with the entry steps centered at one end. The most important part of th� installatioh is the initial layout of where the holes will be drilled. All references to measurementsand the fence are made from* the perspective that you are facing the pool from the outside of the fence When doing a layout, always face the pool as you measure and mark the holes. If you must measure standing between where the fence will be installed and the pool, be extremely careful in bulls eye (turns) measurements. If the measurement is made from the wrong side of the bulls eye template, the Xence will not -fit properly. TOOL LIST: LAYOUT/1NSTALLATION 1.48" STEEL RULER (for{measuring between holes) 2.13ULLS EYE TEMPLATP (3.5"X4.0" piece of Lexan with a one and a 1/8" hole in the center of i. IMARKING PENCIL (Magic Marker, grease pencil etc.) 4.STRAIGHT EDGE (8 A- 2"x4" / used to maintain a straight line while sliding your bulls eye along between measuringlholes) 5.FULL SECTION TEMPLATE (a template which allows you to mark a full section of fence. This is a must for Distributors, but optional for a single installation) 6.CORE DRILL" (water cooled, and it must be able to accept a one and 1/8" diamond core drill bit) 'Available at most rental centers TDRILL BIT (one and 10" diamond core drill bit) Icam 1 of an 11/8" &GARDEN HOSE (used for. -drilling and rinsing off the deck) giamon� core bit 9.EXTENSION CORD (tp operate the drill) 10. NEEDLE NOSE PLIERS (to remove the cores from the holes after`W they are drilled) ' 11. SLEEVE SETTER (a 1" diameter pipe or wood dowel used to set the sleeves in t:7eir holes) 12. RUBBER MALLET (#or setting the sleeves) 13. SCISSORS (for cutting the mesh on the fence) 14. STAPLER (used in reattaching the border material after a fence cut has been made) 15. CORDLESS SCREW GUN (installing screws in the poles) 16. Number 10 Sheet -Metal Tap 1.. The first consideration for layout is the location of the gate. Gate sections are setup so that they are easily opened and closed by the average adult. The only ifference between a gate section and where two standard sections # meet is the way in which it is installed: In the majority of your installations, consider an opening at the steps as the only true gate ec#ion specified for the installation. Special circumstances such as ;additional openings at the ladde-s or skimmers will be covered separately. be where the gate section o steel ruler with the inside sid the template and mark the c you (the outside of the fence on center between sections; allow for easier use by the h the next gate section will sta (Fig 2, A) for the centerline the holes between you and check the distance from the the centerline orientation to hole. A second ridged ruler properly, measuring for the 1 the bulls eye is set properly, (' All layouts will begin at the gate section. Locate the center point of the steps and measure 24 inches straight out from the water line. This will pens. Place the bulls eye template under the e of the hole at 24 inches. Draw the hole using I �' 6riter`ine in the front inside of the hole lacing #. A standard section is installed 2'h inches <, )he tate section is measured differently to mecwner. Measure over 2 1/4 inches to where ilit and mark for the centerline only. Put the Is eye template centerline on the mark you just made, verify that the inside he hole is also 24 inches (Fig 2, C) from the pool, draw the hole. all section panels except the gate, pole spacing will be measured and rked at 36 inches on front center exactly. For the two opposing section cels that form the gate opening, deduct between 1/8 to 1/4 inch from the mal 36 inch spacing, i.e. when measuring from either gate hole to where next pole will be located, measure oct between 35 Y4 to 35 7/8 inches the next pole. Start tr.e measurement: at the front (the side facing you with pool) centerline of the first hole of either section. Don't forget to also ool, 24 inches (Fig 2, C) for our example. Rotate the bulls eye to maintain e pool maintaining the desired pool spacing dimension at the front of the P come in handy trying to juggle between placing the bulls eye template le spacing and still maintaining the desired distance from the pool. Once ,aw the hole and mark the centerline. Repeat the same procedure outlined in paragraph - b for the other gate section panel (Fig 2, A) going in the opposite direction. The 1/8 to % inch extra allowance on these two opposing section panels provides for much easier opening by the homeowner a( the primary gate section. Use this technique only where the two primary gate section panels meet. Now select a direction to corAinue the layout from. You have. two holes each already marked for two separate sections, select theslast hole marked from one or the other section and proceed in that direction with the layout. 2. For standard elongated and rectangular style pools you can greatly speed up the layout process by using the full section (6 pole)itemplate on straight runs. But first, you need to complete the curved end of the example pool. All layout spacing will be starjdard from this point on, 36 inches on front centerline between section panel poles and 2 %2 inches front centerline between joining sections. For the next holes the bulls eye is still required to measure the Oorrect distance between holes. This is because of our example pool's curvature and the need to maintain centerline orientation to the pool. vomer of the ruler on the front centerline of the last hole ie the bulls eye template under the ruler with the front of the template at 30 inches on the ruler. Measure 24 the pool and position the template with correct pool making sure that 30 inches is maintained at the front of the template (Fig. 2, B). Mark the hole and the next four e way. {4.i i ou now have marked out holes for a complete 15 foot section of ence. The next step is to mark the first hole for the next section. The bulls eye template measureslexactly 2'/2 inches from its edge to its front centerline mark. Lay the edge of the bulls eye template alorl9 the centerline of the last hole drawn. Double check the measurement from the pool (24 inches for our example) to the inside of the template hole. Mark the hole for the beginning to the next section Lay the first hole of the 6pol template over the hole you just drew on the deck and unfold the template in the direction you're going ith the layout. Measure from the pool to the inside edge of the template for a reference. Measure ag n at the hinge (mid -point) of the template and one more time at the end of template; adjusting as necessary to maintain a straight line. Mark all your holes from the template, including the double at the edd of the template for the next section. Slide the template down to the start of the next section and repeat step D above. Continue this way until you reach a point whereums for the other end of the pool are coming up. Measure into the turns and mark your holes just as �e did starting with step A above. Once you've marked approximately half way around the pool; and have marked the first hole of a new section, stop. Go back to the second hole Marked for the gate section at the pool steps going in the opposite direction and repeat procedurles from steps A to E. The final hole you mark on the deck will more than likely not measure 36 inches from the last hole you marked in step F. We'll addre''ss this later. Mark the extra holes (lay back holes) that the gate section poles will fit into when the fence is opened. st 91 *r *l M DRILLING - fence to hold gate pole... whenopen -: --r: Do not attempt to install a fence in a concrete deck using a hammer drill or hand dri&. To maintain a straight fence, properly angld poles, and complete a professional installation, you will need a fill size diamond core drill setup with leveling adjustments and a bubble level. Setup the drill on the deck. tach water hoses, layout enough electr cord to go around the pool (rcot through or across it). Taping the drill bit at 4Yz inches with electrical tape provides a good method of measurement for drilling depth. After completing the layout of the fence on the deck, it's time to figure out how tg drill the holes. The most import, step in the drilling process is the leveling of the drill. You first thought would be to make sure that the drill is perfec }evel before drilling eac {hole. if this were a regular (wooden, chain link) fenbe you would be correct. However, this is a tension -based system that will requireou to lean the drill on various holes. The amount of lean that is placed on the drill is of as important as the direction of the lean. By following some simple rules your fence Installation should go smoothly. 1. Start by standing Qn a marked hole somewhere along a straight section of your fence. We will name this the number one hole. The doublE holes where two sections come together should be treated as a single hole when figuring out how to. lean the drill- Every following hole will also be assigned a number (2,3,4...). Wile standing on number one draw an imaginary straight lin between one and number three. Whichever side of tht line number two falls on, that is the direction that the toptf the drill will lean when drilling number two. The farther the distance from the lino, the more you will need to lean the drill. The difference between a large lean and a small one is only a few degrees.,While drilling number two draw an imaginary line betwe6n number two and four. Whichever side of the line thrc-e falls on that is the direction that the top of the drill will lean. Remember that the greater the distance from the lino, the greater the lean. This rule will work in determining how to lean each hole in yorg layout. The design of the pool will not matter. 2. Please take tho time to walk around the pool and survey how each hole should be drilled. When the direction of the lean has been determined on a parficular hole place a small arrow inside the marked circle showing thq direction. This will save a lot of guessing when it comes time to driH the fence. Adjust the water flow to meet the application and drill to the tape tine. Proceed to the next hole andl repeat until all the holes are drilled. Using the long nose needle pliers, go around and pull all of the cores out of the holes. Using the sleeve setter and hammer, set the sleeve the rest of the way into - the deck until the rim is flush with the deck. 3. Once all of the sleeves arq installed, it will be time to measure for the odd section of fence at the back Qf the pool. Note whether you will be cutting from the right or left side of a full section. Measure the outside centerlir(e of the odd panel. Add %4 inch to this measurement and write it down. Count the number of poles that will be in this section and again note if the odd panel will be a right hand or a left hand cut (facing the fence). Count poles from the opposite side of where the cut panel is. Example: for a 5 pole left hand cut section, count over 4 poles fromk the beginning of the section starting at the right. From this pole measure from the centerline on the.cove molding to the point that the panel will be cut Measure at both the top and the bottom. Using; a straight edge, mark the cut line with a white china marker. Double check that you are cutting the proper panel (left or right) at the correct pole and make the cut. Staple the end cut border material to the open cut you just made (optional). Now attach the end cove molding over the border to the pole. 4. Now install all standard sections and the special cut section of fence. Turn poles to adjust bottom tension and bring the cove molding inline as you go. Install the latching hardware ;Onto the fence at each joining section; placing the eye on the left and the latch on the right. The holes for the hook and eye are pre -drilled to a smaller size on the end poles to allow for a snug fitting connection. It is suggested that you use a number 10 sheet -metal tap to initially thread the pre -drilled holes. 9e careful not to exert too much force when screwing in the brass hook and eye. Connect the latches and eyet as you go; turning poles so that the mesh becomes tight at the bottom and the cove molding is facing out When latching to an independent structure, install the hook portion of the latch on the fence. Install the eye into a substantial surfac4 of the adjacent structure or use with an appropriate anchor. 5. Instruct your customer oh how to open the main gate. Squeeze the poles together using one hand and open the latch with the other. Put one arm over the fence facing the gate opening and place your thumb and forefinger on the top of the pole. Push towards_the gate opening in line with the fence and the pole will tum in your hand once it is centered in the slGOVe. Push again on the top of the pole and lift out as the pole centers in the sleeve. This can obviously "done in one step, but make sure that the fence owner understands the process. LIMITED POWER OF ATTORNEY Date '?-7- 05 I hereby name and appoint e/%W 4/W 16G All Seasons Pools & Service to be my lawful attorney in fact to act for me and apply to the Building Department for a BUILDING permit for work to be performed at a residence at a location described as. Section Township Range LotJe Block SUBDIVISION 67) 3(/lEClJ pP - f+ -Y, Ltd- -S9iritA lE 7�3 Street Address City or County Zip Code N�st��`1I�E� Owne of roperty Address Telephone to sign my name and do all things necessary to this appointment 4-A,� CPC 023576 Nn N. Watts All ons Pools & Service CPC 023576 STATE OF FLORIDA State Registration COUNTY OF: ORANGE John N. Watts, who is personally known to me, acknowledged the foregoing instrument before me thi370day o D2 05, and to sign my name and do all things necessary this appointme t. 4,,, Sheree D. Crowley NOTARY - Commission #DD189954 -.-,Expires: Mar 06, 2007 <= Bended Thru 'NIN- '1\ Atiaatit Bending Co., Inc. i Permit # Residential Swimming Pool, Spa and Hot Tub Safety Act Notice of Requirements 1 (Vile) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed ata Spe14 v16,d W and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. lease initial the methods to be used for yourpool) ZThe 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 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 established in Chapter 775, F.S. -7-Or NER'S SIGNATURE & DATE John N. Watts CONTRACTOR'S NAME (PLEASE PRINT) OWNER'S NAME (PLEASE PRINT) NOTIFICATION OF: POTENTIAL, FOR HISTORICAL/ARCHAEOLOGICAL, DISCOVERY DURING CONSTRUCTION PROCESS This is certify that I, John N. Watts , am the responsible developer for the project known as 503. SP.RINGVIEW DR. SANFORD, FL. , I have notified my construction manager of the potential for artifact discoveries during the construction process and that the instructions listed below shall be complied with in the event of a discovery. In the event of the discovery of artifacts of potential historical or archaeological significance during construction, the construction manager:shall immediately suspend all disruptive activity within a twenty foot (20') radius of the site of discovery and report the suspected find.ing(s) to the developer who shall in turn report this to the Florida Division of Historical Resources, Bureau of Historic Preservation, Compliance Review Section for review. The developer shall comply with the recommended course of action.or mitigation requested by the Division and notify in writing the Building Official of the County Building Department of the action or mitigation requested. From the date of notification, construction shall be suspended for a period of up to one -hundred -twenty (120) days to allow evaluation of the site and mitigation if necessary. I understand that the State may require systematic, professional's archaeological and historical survey be completed by the applicant to determine the presence of any potentially significant historical or archaeological resources on the property. Such a survey may indicate that further investigation of the site be required, including excavation. I understand that the State review includes the steps listed below: 1. I will contact the State Bureau. of Historic Preservation and requested a culture resource assessment (see Address Below). I will submit a map of the site area, indicating planned development and construction areas and noting the estimated position of the discovery site please allow at least 30 days for the State to process your request. 2. I will be notified by the State if a Historical/Archaeological Survey is or is not required. 3. I must comply with and provide the State's determination documentation to the Building Official, County Building Department prior to continuing development in the discovery area. Bureau of Historic Preservation Compliance Review Section 500 South Bronough Street Tallahassee, FL 32399-0250 Attn: Ms. Laura Krammer 904-487-2333 Sworn an ub crib d �e me: Date: — Notary Seminole County Bldg. Dept. County Services Building 1101 East First Street Sanford, FL 32771 Attn: Building Official 407-321-1130 ext. 7461 gnatu ohn N. Watts, res 11 Sev, d ,s Pgp,1s � Da e: Coeree D. Crowley mmission #DD 189954 PPQ, Expires: Mar 06, 2001 >` .L Bonded Thru Atlantic Bonding Co,, Inc. Al /-K tV U U UJ I Ulvit:K: trnestlKathy Smith LU 1: 10 JOB NAME: Ernest Smith , A I I Seasons Pools & Service-... STREET: 503 Springview Dr. SUBDIVISION: Groveview Village first addition STREET Same 3159 S. Orlando Drive CITY: Sanford ZIP: 32773 PLAT BOOK: 26 PAGE(S): 4-6 CITY: same ZIP: same Sanford Florida 32772 Office: 407-871-2020 / Fax. 407-321-5404 PH: 407 782-9888 OFFICE: COUNTY: Seminole PH: OFFICE: www.ailseasonspools.com e-mail: pools77@aol.com MAIN DRAINS TESTED IN FOOL= DECK= ACCORDANCE W/ASTM/ANSI Area.- 327 Perm: 73 Area: S Type: Acrylic STANDARD Al 12.19.8M AND — yP Sir lawrence WILL HAVE VENT PIPE ANTI Style: Custom Cantilever: 73 Riser: . m D o ENTRAPMENT SYSTEM Size: 12 X 28 X 13 D.O.D.: 40 Footer: 99 3 gr vewood Depth: 3 X 6 X Patio: Fence: 40 Rtns: 4 P.C.: Stub-out Notes:. M I POOL DECK WILL BE SCREEN M. D. 2 - 2" Skim: 2" 168 sq. ft. of acrylic to be added to L .Q ENCLOSED Light: white existing concrete. Cl) STRAP VENT PIPE POOL DECK WILL HAVE CHILD Capacity: 11,037 2- 8 sq. ft. planters 10' ESMT. PVC TO DECK EDGE w SAFETY FENCE Notes: . — — — — — — — — — — — — — — — — — — — — — — — — Z — — — — — — — — 37 ft. 5 in. X LU ox O 31 ft. 6 in. � - cv R o Style: NA Pump: W. flow HP: 1 ., F— ? Area: Perm: Filter: cart SQ': 100 pc i co Jets: Rtns: Chlor: G' Light: M.D.: Cleaner: G L1,1'c 5 ft. 9 in. I Spillway: P. Heater: L ?�' Notes:. S. Heater: na Controlls: auto N I 2 N Maint. Kit: Complete start-up kit'' Notes: 5ft. 5in. Lo\ =it j ce / ' ' I +6": NA +12... Co I +18": +24": Equip. needs to \ J - ------------------------ -------- Go here I Falls: COL ORS. in. I Fountains: Pool: Bea F4------- elft rooDOD 27 ft. Notes: . - ------------ ---------- I Tile: f "E ITE ROOF" With electric pulled for I Deck: I � Fence: Black Flat screen fans or lighting Screen: white Co F oterto be p uref wI Notes: . Existing Garden Smith's ACC SS �a and I V ti Residence Forsmall shu tle and di p �' Existing Concrete pad I Roof: 805 Type: dome S/TE1/VOIZK= 13 ft. 2.n. Wall: 99 Height: 10 Dig: HAUL **MAUL.*, 28 ft X-Gutter: Size: Elev: -O- - 3% Yds: /7 i Notes: 243 sq. ft. Elite roof w/ electric Notes: iF IIT I thfough beams 14.6m 16'8" j Wall flat screen 136 sq.ft. 8' height Smith's Roof on flat screen is 221 sq. ft. 7' esmt. I ResidenceOPOGINAL I I T esmt. Drawn: Eric Coleman Approved: Date: 8/17/05 Date:/.v y%a , 09/07/2005 03:40 4073215404 ALL SEASONS POOLS PAGE 01 ALL SEAsOMS POOLS 3159 S. Orlando Drive; Sanford, Florida 32773 Office: 407-323-5287 / Fax: 407-3M5289 www.allseasonspools.com Design & Cost Proposal 8/15/2005 Client Name(s): Ernest Smith Address: 503 Springview Dr. City: Sanford Zip 32773 SM-M—MM P OL SPECIMAYMONS. Design: Custom Pool $15073.00 Bottom Type: Standard Depth: 3'x 6' Width: 28' Length: 13' _ Option: Option: Small machine shuttle and dig 1,350.00 Option.- Option: ption:Option: - - Option: Option: Option: n SPA SPECIFICATIONS: V Spa Size: NA �� Heater: J Controller. I Option: Option: I Option: DECK SPECIFICATIONS: Deck Area: 644 sq. ft. w/ footer 4,883.00 Deck -O -Drain: 39' 234.00 Safety Fence: 39' 585.00 Option: Option: _Add acrylic to existing concrete 446.00 Option: Option: Option: Option: SCREEN SPECIFICATIONS: Total Screen Area: 1836 sq. ft. $6,243.00 Wall Height: 10' Roof Type: dome Option: Elite Roof with electrical beam 3552.00 Option: SALES DISCOUNT _51,000.00 w� SS _/(� UJ_+ /. TOTAL CONTRACT PRICE: Home Buyer _ IMPORTANT NOTE: Price quoted assumes a flat and clean area has been provided inside of all / Property Lines by your Home Builder at start of pool construction. Unless otherwise noted, additional pool construction costs due to varying lot elevations have not been included. All seasons Pools assumes no resRonsiblaity for aAdItion I const ction costs above what has been noted. 01 X Approved. Date; a 4VIPi T14> N, CESCRIPT10N Lot /o , Block - ,,&I' ,q 7" 0�" C'/1� v�Y/Ew ViCI�lC�' AI -V57' as recorded in Plat Book zea , Page ¢--& , PLblic Records of �E'ir�i�c/vG F County, Florida , L-0 T 9 La -r is alar wrn4 t w A S FK/. I4 L I:Icc, c�I wA Y ZONE, PLANS REVEWF CITY OF SA FOR it/oarV -ee, cx) ' /,/-z Za O°3d'Sb"'1� rs'Q•�� 1 hsrsby WHY that this survey Is true and M001 19 the beat of aey ItrwMedpe, ®nd that this survey has been prepared In secordanee with the adopted "Aftlmum' TsChnlcaF Standards” as reputred by Chapter 21HH•6 F.A.C. effective Septsmbet 1, 111111. 1s0 16f Ieot4C04,o. f8 3ZZf n rev Lloyd S. Reynolds, Jr. Progessional Land Surveyor P.O. Box 5552 ,. Orlando, Florida 32855 ..3�5 - 7&7— 25 3 / PC . PREPARED FOR E�n1E5Tt KANi.EVN ',MITtq l►J;;,^GE: �lU� AJt~'t: 1 �'�..`r.F1� /l„P�.n'� DATC: MAlr;4.4l:. 31 . t 4 a co SCtlL>I:: 1 ° * x ,w, »QAT10N AODM... FV"L. ADM' _.. _....r. Ditilaw eyi Ftt,.t M.AtAE9f:.�4�! C July 29, 2005 To all City and County Municipalities In the State of Florida 719 Irma Avenue Orlando, FL 32803 407) 872-1515 (407) 246-0963 FAX www.evansenginc.com Gentlemen: This is to authorize the use of the "master -file" drawing prepared by us, Evans Engineering, Inca for all residential pools to be built by All Seasons Pools 8v Spas. The `master file' drawings will be valid until the 31St day of December 2005. Very truly yours Tin T. Tran, P.E. #55359 Certification No. 0006788 R CIVIL ENGINEERING 8 LAND PLANNING N PERMITTING SERVICES M NOTES 1. FOR RESIDENTIAL POOLS UP TO WATER DEPTH OF 8'-0'. #3 REBAR 12' O.C.E.W. OVER 8'-0'I SPECIAL ENGINEERING REQUIRED AND IS NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL BE SUCH AS TO PROVIDE CODE COVER APPROVED SWIMMING POOL AND WADING POOL OVER REINFORCING. FOR OVER 8'-0', SPECIAL DESIGN REQUIRED. - DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT '2. CONCRETE THAT IS PERMANENTLY CAST AGAINST AND EXPOSED TO EARTH SHALL MAINTAIN COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE A MINIMUM OF 3. OF CONCRETE COVERAGE OVER THE STEEL, IF AN APPROVED BARRIER (SUCH AS STEELTEX) IS PLACED BETWEEN THE STEEL AND EARTH, AND THE STEEL IS #5 OR SMALLER, THE MINIMUM COVERAGE CAN BE 1-1/2', PER FBC 1908.6. 3. CONCRETE COVER OVER REBARS MUST BE 3500 L.B. 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 3' MIN/ NO MAX UNLESS ALL HYDROSTATIC UPLIFT FORCES ARE TOTALLY REMOVED. - -4. ' REINFORCING BARS SHALL BE 'D -FORM STEEL -BARS AND CONFORM TO 2 MAIN GRANS 1a- MIN, ASTM -A15-58 T AND A305-58 T PIPE SIZE I I — SAME AS MAIN DRAIN A DOUBLE -90' PVC TEE -ARRANGEMENT :C1 I MIN. lY ABOVE GRADE PROTECT THE OPEN END OF THE VENT WITH A HAYWARD VENT COVER MODEL SP -1019 (OR.EOVA) M PREVENT PUMP BLOCKAGE BY DEBRIS, INSECT INFESTATION OR ... FILTER MICROBIOLOGICAL CONTAMINATION. ^ A LABEL SHALL BE PLACED TO PREVENT TAMPERING LABEL VENT: POOL SAFETY-DENIISi - 00 NOT HANDLE' 43— TO - RMN'PZAINS TO COMPLY WITH ANSI/ASME AS MANUFACTURED BY -: HAYWAFJ POOL PRODUCTS, INC. OR EQUAL MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SQ. FT. POOL TYPE OF POOL SURFACE, 3 WALL RETURN INLETS, AND 2 MAIN DRAINS WITH A HYDROSTATIC RELIEF „VALVE, AND ATMOSPHERIC VENT SYSTEM. _# DIMENSION REMARKS 'AUP70 40-0- 12. PLACEMENT OF r THE FILTRATION AND PUMPING EQUIPMENT SHALL COMPLY - WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS.15 MIN. 0 " 13.' -.ALL`- BUILDING, :GAS, I MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO - - .... ... _: _- M FBC '101.4 THRU 101.4,12, 2001.. ELECTRICAL TO CONFORM TO NEC 2002. - SURFACE SKIMMEF 14. 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, -.15 ..SWIM-OUTS.AND/OR LADDERS .WILL BE REQUIRED IN RESIDENTIAL POOLS AND WHERE DEPTH EXCEEDS 5 FEET OR MORE. A - j 16 , ALLGLASS LOCATED WITHIN 5 FEET:'OF.-THE POOLS EDGE-SHALL'BE CONSIDERED B C D A HAZARDOUS LOCATION. GLASS SHALL BE GLAZED OR PASS CPSC 16 -CFR, PART 1201 OR COMPARATIVE TESTING. 17. TEMPERATURE AND TIME CONTROL DEVISES SHALL COMPLY WITH E.C. 612,1.ABC,2.3._ 18. PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION. W `` o 19. ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH ANS/NSPI-4 1992 AND NSPI-5. POOL SECTION COPING OR BRICK MIN. 3" COVER OVER ALL BARS 6• TILE DECKING � S• 00 • VAPOR 4-� 8" 1 — #5 BAR J CONTINUOUS #3 REBAR 2 12' O.C. EACH WAY N.T.S. (SEE RESTRICTIVE NOTE) TRANSFORMER (IF LOW VOLTAGE) (MOUNT 8' f POOL NIGH POINT) 4' CONC. DECK 13 BAR 0,V IV W/FIBERMESH / t EQUIVALENT LENGTH OF STRAIGHT PIPE FOR VARIOUS PVC F1TnNGS PIPE SIZE 11/2 ' 2- 90- ELBOW 1 3.6' 5.0' 45• ELBOW 2.0' 2.5' 2-413 REBARS CONTINUOUS AROUND POOL IBAR 28' 2 •3 BEAM ROD - n i -T.. 1 FRONT,1 REARjCONTINUOUS 3' FROM TOP DF BEAM,CANTILEVER EDGE CONCRETE TILE BACK 6' TILE PLASTER FINISH �1 BAR AT 8' UNDERWATER LIGHT WITH LOV WATER CUT-OFF 43 REBAR 12' O.C.E.V. (FOR WATER DEPTHS L 03 REBAR 12' Y � - • - '. -.'BE -TEE TO BE CENTERED BETWEEN DRAINS - - _:.._ - - -. ALLOWABL FLOW RATES SHALL BE AS FOLLOWS: 2 e 5 :OUTDOOR SWIMMING POOLS SHALL PROVIDED WITH A BARRIER TO COMPLY O w 6 < G C-4 MODEL : MAX. FLOW RATE GPM MIN. PIPE SIZE `WITH 424.2.17.1 - 424.2.17.10. Ci v. IL G 1i Ma Z -" 1 - TDa 3 W I` w .ADEQUATE PROTECTION SHALL BE GIVEN AROUND -POOL DURING EXCAVATION. Ma IOU - J - .. ..:. - MAX. DISTANCE TO -SUCTION LINE SIZE X 1 1/2• TEE . 6. _ ALL PIPING SHALL BE PVC SCHEDULE `-40. 'PIPING SYSTEMS SHALL BE VENT TEE CONNECTI A REDUCER SHALL BE U:ED WHEN NEEDED TO CONNECT DRAIN TO SUCTION LINE. PRESSURE 'TESTED TO 35 PSI PRIOR .TO COVERING PIPES. 1 1/2• VENT PIPING 7, THE WATER SUPPLY SYSTEM SHALL BE EQUIPPED WITH A BACK FLOW PREVENTOR. (SEE MAN BRAN PIPMAN t12 'MAN DRAIN PIPE slzEs : UNLESS "AN -APPROVED TYPE OF FILLING SYSTEM IS INSTALLED. GRAN SUCTIMAX UNDERWATER LENGTH POOL VOLUME :�- MAX SUCTION UNE MAX FLOW RATE B. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 6 FEET PER SEC. THE MAXIMUM OF VENT PIPING 30 FEET MIN. OF 1a FEET GALLONS.- SIZE - INCHES GPM 0- 5,000 _ 1-0' s PIPE VELOCITY IN PRESSURE PIPES SHALL BE 10 FEET PER SECOND. 5,000 - 10000' 1-1 2 25 10,000 - 20 000: 2 - 60 9. FLOOR THICKNESS SHALL BE MINIMUM OF 7' WITH CODE REQUIRED 20000 - 30000. 2-1 z 65 COVER OF REINFORCING. FLOOR REINFORCING SHALL` BE #3 BARS @ 12' E.W. - 22; 1 o PVC VELOCITY LESS THAN 6 FT/SEC BASED ON a FT/SEC. MAK 10. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSER THAN 1 FOOT ; MORE THAN THE DEPTH OF THE POOL AN ANGLE OF REPOSE LETTER, WILL BE THE MAX: VACUUM WITH ONE SUMP PUMP PLUGGED REQUIRED FROM THE ENGINEER, ANP A BODY TRAPPED ON THE OTHER DUAL DRAIN AND VENT PIPING WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SEC. 11. THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, WALL INLETS, ETC. NTS MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SQ. FT. POOL TYPE OF POOL SURFACE, 3 WALL RETURN INLETS, AND 2 MAIN DRAINS WITH A HYDROSTATIC RELIEF „VALVE, AND ATMOSPHERIC VENT SYSTEM. _# DIMENSION REMARKS 'AUP70 40-0- 12. PLACEMENT OF r THE FILTRATION AND PUMPING EQUIPMENT SHALL COMPLY - WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS.15 MIN. 0 " 13.' -.ALL`- BUILDING, :GAS, I MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO - - .... ... _: _- M FBC '101.4 THRU 101.4,12, 2001.. ELECTRICAL TO CONFORM TO NEC 2002. - SURFACE SKIMMEF 14. 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, -.15 ..SWIM-OUTS.AND/OR LADDERS .WILL BE REQUIRED IN RESIDENTIAL POOLS AND WHERE DEPTH EXCEEDS 5 FEET OR MORE. A - j 16 , ALLGLASS LOCATED WITHIN 5 FEET:'OF.-THE POOLS EDGE-SHALL'BE CONSIDERED B C D A HAZARDOUS LOCATION. GLASS SHALL BE GLAZED OR PASS CPSC 16 -CFR, PART 1201 OR COMPARATIVE TESTING. 17. TEMPERATURE AND TIME CONTROL DEVISES SHALL COMPLY WITH E.C. 612,1.ABC,2.3._ 18. PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION. W `` o 19. ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH ANS/NSPI-4 1992 AND NSPI-5. POOL SECTION COPING OR BRICK MIN. 3" COVER OVER ALL BARS 6• TILE DECKING � S• 00 • VAPOR 4-� 8" 1 — #5 BAR J CONTINUOUS #3 REBAR 2 12' O.C. EACH WAY N.T.S. (SEE RESTRICTIVE NOTE) TRANSFORMER (IF LOW VOLTAGE) (MOUNT 8' f POOL NIGH POINT) 4' CONC. DECK 13 BAR 0,V IV W/FIBERMESH / t EQUIVALENT LENGTH OF STRAIGHT PIPE FOR VARIOUS PVC F1TnNGS PIPE SIZE 11/2 ' 2- 90- ELBOW 1 3.6' 5.0' 45• ELBOW 2.0' 2.5' 2-413 REBARS CONTINUOUS AROUND POOL IBAR 28' 2 •3 BEAM ROD - n i -T.. 1 FRONT,1 REARjCONTINUOUS 3' FROM TOP DF BEAM,CANTILEVER EDGE CONCRETE TILE BACK 6' TILE PLASTER FINISH �1 BAR AT 8' UNDERWATER LIGHT WITH LOV WATER CUT-OFF 43 REBAR 12' O.C.E.V. (FOR WATER DEPTHS L 03 REBAR 12' Y � W u_ J Z W z W 2 e a O < Q U a � i O w 6 < G C-4 o m JIc o Ci v. IL G o My cog 0 W <:° v i z W <o"= i=LL"C ¢ o� a cr is W w= ; 1c c 0 W V > Z O 94 dl A Z f J 1.. W to G <W p. f8 06 ; Z oc y, Z v Z . Z p W p < ' _W F w < CL .d W UP TO W-01 _I-L...T NICHE 2 #3 BEAM BARS Ir 45' ANGLE OR 2$3 BARS c I;L—III-1IH11111- WITH GROUNDING CONTINUOUS I ,.-IIb�III; II 6 N'E. MA - 3• FROM TOP OF BEAM. IE NOTE: IIID DE LH PER L ✓ ,.II 3,000 PSI GUNITE OR SHDTCRETE E 2E DAYS CMM�tfDt : , MIN. 00 '. - - TOGETHER AT TIED WATER CURE FOR 7 DAYS A N.T.S. T KLP SP AIL ,SHELL ..::: _ , _.. -- _ CONTRACTORS OPTION - WHIN OF 3•� OF CONCRETE COVER OVER ALL REBPRS JANUARY,2002 - _. .. .. - _ ..-._:... U10 OR AS REQUIRED BY CEDE, WHICHEVER IS GREATER. - .. ii..++.._ - - BARS _ AU 11'2005 CAD wue. BRICK CONTINUOUS WALL SECTION - _. ALLSEA.DWG JOG _ 1 BRICK)- . DECK EDGE',_ _ CONTRACTOR S.:OPTION FOOTER :.DETAIL -TURN DOWN _ BEAM; 'FINISH DETAIL - C ) N.T.S. N.T.S. T!N T•:_ RAN R:E:_ U55359 ALL METH OD.S',AND ,M.ATERIALS ,..SHALL:,COM RLY.,WI TH .,:THE ;FLORIDA:; BU,LLD_IN13 .CODE.. *[- ..._ - -. -_. .._ e ri z...Tt.-.. .. s.. _.. vv�...vba-. r.>m. i.s.,• a�.. .v....... .r mss. a u*z...tG - .. . . . - ,.... v .. • _ ... .« .. W u_ W w W O w 6 < G JIc o v. IL G 1i Ma Z W I` w Ma IOU J J < W V > Z O 94 dl A Z f J 1.. W to G <W p. f8 06 ; Z oc y, Z v Z . Z p W p < ' _W F w < CL .d W UP TO W-01 _I-L...T NICHE 2 #3 BEAM BARS Ir 45' ANGLE OR 2$3 BARS c I;L—III-1IH11111- WITH GROUNDING CONTINUOUS I ,.-IIb�III; II 6 N'E. MA - 3• FROM TOP OF BEAM. IE NOTE: IIID DE LH PER L ✓ ,.II 3,000 PSI GUNITE OR SHDTCRETE E 2E DAYS CMM�tfDt : , MIN. 00 '. - - TOGETHER AT TIED WATER CURE FOR 7 DAYS A N.T.S. T KLP SP AIL ,SHELL ..::: _ , _.. -- _ CONTRACTORS OPTION - WHIN OF 3•� OF CONCRETE COVER OVER ALL REBPRS JANUARY,2002 - _. .. .. - _ ..-._:... U10 OR AS REQUIRED BY CEDE, WHICHEVER IS GREATER. - .. ii..++.._ - - BARS _ AU 11'2005 CAD wue. BRICK CONTINUOUS WALL SECTION - _. ALLSEA.DWG JOG _ 1 BRICK)- . DECK EDGE',_ _ CONTRACTOR S.:OPTION FOOTER :.DETAIL -TURN DOWN _ BEAM; 'FINISH DETAIL - C ) N.T.S. N.T.S. T!N T•:_ RAN R:E:_ U55359 ALL METH OD.S',AND ,M.ATERIALS ,..SHALL:,COM RLY.,WI TH .,:THE ;FLORIDA:; BU,LLD_IN13 .CODE.. *[- ..._ - -. -_. .._ e ri z...Tt.-.. .. s.. _.. vv�...vba-. r.>m. i.s.,• a�.. .v....... .r mss. a u*z...tG - .. . . . - ,.... v .. • _ ... .« .. C.UJ I V►v►CK: trnestlKathy smith LU 1: STREET: 503 Springview Dr. CITY: Sanford PH: 407 782-9888 a Sir lawrence `m m U .Q ZIP: 32773 OFFICE: F N N ( w I Beari Fo f elitE roof I er to be p ure�l I 10 SUBDIVISION: Groveview Village first adrliti'on PLAT BOOK: 26 PAGE(S): 4-6 COUNTY. Seminole STRAP VENT PIPE 10' ESMT. PVC TO DECK EDGE 37 ft. 5 in. 5ft. 5in. 00 in. (YOU "E ITE ROOF" With electric pulled for Flat screen fans or lighting 00 Existing Garden pond �� Existing 13 ft. 2 in. Concrete pad 28 ft. JOB NAME: Ernest Smith STREET. F Same CITY: same ZIP: PH: OFFICE: MAIN DRAINS TESTED IN ACCORDANCE W/ASTM/ANSI STANDARD A112.19.8M AND WILL HAVE VENT PIPE ANTI ENTRAPMENT SYSTEM POOL DECK WILL BE SCREEN ENCLOSED POOL DECK WILL HAVE CHILD SAFETY FENCE w z � I o- w o- 0 31 ft. 6 in. C I 0 � I Equip. needs to Go here 27 ft. Smith's Residence **HAUL** I T Il Smith's 1) 01UGINAL7' esmt. I Residence same Acc9'ss small shuttle and di I I I T esmt. I All Seasons Pools & Service---"" K 3159 S. Orlando Drive Sanford Florida 32772 Office: 407-871-2020 / Fax. 407-321-5404 www.allseasonspools.com e-mail: pools77@aol.com Area: 327 Perm: 73 Style: Custom Filter: Size: 12 X 28 X 13 Depth: 3 X 6 X Rtns: 4 P.C.: Stub-outA M. D.: 2 - 2" Skim: 2" Light: white Capacity: 11,037 Notes: . N otes: . SPA = Style: NA Area: Perm: Jets: Rtns: Light: M. D.: Spillway: Notes: . +6": NA +12": +18": +24": Falls: Fountains: Notes: . DECK= Pump: Area: ✓' type: Acrylic Filter: Cantilever: 7:3 3 Riser: . D. 0. D.: 40 Footer: 99 Patio: Fence: 40 Notes: . S. Heater: 168 sq. ft. of acrylic to be added to existing concrete. auto 2- 8 sq. ft. planters Complete start-up kit` EQ 1JBPMEN 7-: Pump: W. flow HP: 1 Filter: cart SQ': 100 Chlor: Cleaner: �� LlN� P. Heater: S. Heater: na Controlls: auto Maint. Kit: Complete start-up kit` N otes: . COLORS= Pool Tile: Deck: Fence: Black Screen: white Notes: . S CREE/V = Roof: 805 Type: dome S17-AE=-7WOR6t= Wall: 99 Height: 10 Dig: HAUL X -Gutter: Size: Elev:- —'a Yds: 17 Notes: 243 sq. ft. Elite roof w/ electric Notes: thFOUgh beems 14.6)t 164' Wall flat screen 136 sq.ft. 8' height Roof on flat screen is 221 sq. ft. Drawn: Eric Coleman Date: 8/17/05 Approved: Date:/a- y /G' LIMITED POWER OF ATTORNEY Date: /0 - 0,S- 0 -4- I hereby name and appoint X lAc Zl /��yS! EGiJ/eZ of All Seasons Pools to be my lawful attorney in fact to act forme and apply to el/y or JA-Al/P,)ec( RAI. for an electrical permit for work to be performed at a residence at a location described as: Section Township _ Range Lot Block Subdivision �i�01/E J/IEkJlE F�AIF F/�Afh IEEAJ __On" Al) 4ep VENYEA) ,�f V FQ A- d .AZT 73 (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 / ZL Signature of license holder The foregoing instrument was acknowledged before me this 15"' day of June , 2005 by Brian Miller who is personally known to me and who did not take oath. State of Florida Coimbz of Volusia Notary Public, Sia orida �u M ►oy_ Diana T Sawyer My �` cxpC,� omrtuaa+onD0149235 s.