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Home My WebLink About00-9198 BUILDING PERMIT .. -" /a~ ~ P,"porty own"?!:;dj' 0~~~~::r~ Gl~ Job Address: . .a, 11 ( Parcell.D. # /.2 ~~"..... .;;J./- 01 /J 0- t!) p/J 00 -- 00 e:2 0 ....- rft...::> ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 ~5 PLUMBING Permit 09198 Date ~-/-oo BUILDING Sewer Conn Water Conn: Water Meter: T.I.F.'s: ~:::~Pt;onofw"':fi:=41;t;;ci- R':~;~"Am.. bJl'{i'U~1 - ~(Y;.LI-Oft1c . t - __ 3-- " cY NO OCCUPANCY BEFORE C.O. FINAL DATE Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE P~ee C~Qnatllr~ Company Ad~!~"$s --..:.------ ---.... ~lePhone~ ) Q~~ 0~,lJ O~. ~ C3~ ~ /V O"J}? ELECTRICAL Sa(-~u~BiNt"' Inspector Valuation or Contract Price ~i:L ~ID; //O~. City License Registration # State Certified License# c2/7 8~~n!Q~ ~ 6_.A1.r1 __ Ero"iL600G ~:~ SL:?-r:rJrJj~ ~CAL -------, Breakers . Ducts Insl. Compressor Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Lintel FRM. Insul. CL WL SLB Tub Set Water Sewer Final ~(,. ?.[ - 00 ;,[ Driveway llJo-J A~,.. I i~0 t 2- 2-(}.) S t ~~2~/y-t])O ~L REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made for each trip for each trade: 2 ~ 1 - 00 ( ^- ~ a. Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT ~" ,. \ ( ~ t~! _ DATE RECE';;D i /28/00 f PLANS REVIEW FEE OWNER'S NAME ?AT(V~ I h6-'aSGIu "Ic" ~\..JO\J(.J PHONE 73'0 &5"57 f _ JOB ADDRESS .s-O ';J. '-f tStO~ sra ~ "'<. J "2 - ).j III J LEGAL DESCRIPTION: LOT(S) ~-+s-- BLOCK SUBDIVISION PARCEL I D ff I?o... ,,<. ~\ 0 I 00 GO 000 O~O (OSrAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: DNEW CONSTRUCT ION D ADDITION DALTERATION DREPAIR D INSTALL o SIGN D MOVE D DEMOLI SH PROPOSED USE: DSGL FAMILY DWELLING DCOMMERCIAL DHULTI-FAMILY D INDUSTRll\L D# OF UNITS .SW IMMING POOL D MOBI LE HOME DOTHER DESCRIPTION OF WORK D RESTAURANT & HEALTH DEPARTMENT APPROVAL ?cCJl - D ~c..l~ 3l::..te. -c.'CtV BUILDING SIZE: SQUARE FOOTAGE HEIGHT RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED !:'OR ALL NEW CONSTRUCTION.. PERMITS REQUESTED 0 BUILDING 0 El.ECTRICAL 0 PLUMBING 0 HECHANICAL $ ~ () 76 J- 06 VALUATION OF TOTAL CONSTRUCTION AMP SErVICE D FLORI DA POWER D W.R.E.C. $ VALUATION OF MECfffiNCIAL INSTALLATION o GAS o ROOfING D SPECIALTY D OTHER TYPE OF CONSTRUC'l'lON: D BLOCK D f'HAME o STEEL D OTHER FINISHED F'LOOR ELEVATIONS I S PROJECT IN FLOOD z,oNE AREAD YES o NO r-. .~qNm~~Ql\.tsp;c,~x. .fJli . .. _, .. _. .. c.,C_,' ,do' '" _.,. ,_, ,. .__' ,__ , ,',_ ., "..,. ". . ...,. .. ','" .. .. .. ..~'. ~,- --, ...... ,.', ..,..,..... -, BUILDER C' COMPANY ~'(. I O~N f6d~ Le- i L ~ \ STATE CERT OR REGIST # QjJc...CJ J...5 ~-v~ SIGNATURE . C ~ CITY PROCESSING #21 l --- \., 1 € 2.. - 10 ( '1 *.~ ***************k********************************************** !'l= ELECTRICI~ ~ SIGNATURE t7/Y1~, ~~ COMPANY D eN~}.( ---;;; lA/a d -eJ fIe.\.... C?nNl, STATE CERT OR REGIST # r-;t, 3 CITY PROCESSING # 118 SIGNATURE *. *. .****. .**. *** ***** A.*" .A*. A*A' :::::::.Ai~i*=~~**p~ .. 11 l .r.. ~ I \ STATE CERT OR REGIST # Cf><--ij:l-f> J~ ~ ~~ ~ CITY PROCESSING # .;t., t ~ PLUMBER (- S I GNATU RE \.. MECHANICAL · A * * A * *.. +. A * * * A * .. A +. A A A A * +. .A. .. +. * · * * A A * * * * * i-J, * * A * * * * A * i!J..* /. * * * * * * * * * COMPANY- I4.tA. J~,--/ 4/"Y1 STATE CERT OR R~IST # CITY PROCESSING # J b'--i,-/ ************************************************** OTHER COMPANY STATE CERT OR REGIST II CITY PROCESSING # SIGNATURE __ ***************k*~k*****~**************************************** ...... .~...... 1:~.4Il:\: ..~,.."-~z .!.~!.. Florida Power CORPORATION January 31,2000 HOMETOWN POOLS SUBJECT: PROPOSED SPA/SWIMMING POOL CONSTRUCTION AT: 5024 20m STREET ZEPHYRHILLS, FLORIDA Thank you for notifying us of your proposed swimming pool construction at the above location. The pool proposed for construction at the above address does not conflict with any underground or overhead facilities of Florida Power Corporation, provided that the pool is installed in the location shown on the attached site plan provided to us by the pool contractor. Please call Sunshine State One Call of Florida (1-800-432-4770) a minimum of 48 hours before you dig. If you have any questions or require any additional information, please call our office at (813) 783-6944. Sincerely, FLORIDA POWER CORPORATION Stephen F. Bunner Distribution Engineering J~ ~ SFB: mw ZEPHYRHILLS OPERATIONS CENTER: 36453 Eiland Boulevard. Zephyrhills. Florida 33541 A Rorida Progress Company 'r~ ":!-' , ~\~~.,,<..-.... lJ :f:'-";~-~"'),l.':_~':.:~;.v' -" "l'7J l!,~i- ".'~.~"'" ..7":~~;:~',~';;\i;,frr";!f~~\~ ~~i:"'-~~;~" ~ ,; ~.c '!p~~"';-':~I::':';' ,., '1"~~';~~r-~,"'"-''''~ i\ '-'.;..'/," "--...."7:-"I"ItJI.~.,.,....'l"."-.,.,,-.- -_~,., ::'~;;~....,.! "-'....~...___._,,~., taIIETOVVNPOOlS,NC. .'\ , I "1;' ( 'f 1. IJ.. '-, " / '\j , C.C);I. I STANDARD RESIDENTIAL SWIMMING POOL CONTRACT NSPf, TAMPA BAY CHAPTER Quality Concrete Pools" State License # CPC025542 37006 Price Drive, Zephyrhills, Florida 33541 Jack Mills. (813) 782-7077 This contract made as of the date of written acceptance by the member builder listed above hereinafter termed "Contractor" and the party named below, hereinafter termed "Purchaser." PURCHASER t',!. '..It\- ,.-'- i k~ ,,....... I: 'to <j/4 Ph. HOME 7 J-;~; r . r / MAILING ADDRESS J.;-(~) :;'i '1 ~",\. Ph. BUS. /. ZIP ~'?."2 ". -.:,.'.(.j CITY, ST. t::::::'2//'7' Ii i I i ,-I- ~ -c' Contractor agrees'to construct a swimming pool and appurtenances thereto as hereinafter provided by the plans, specifications and terms of the contract at: INSTALLATION ADDRESS i. l;, ~. CITY ZIP LEGAL DESC. POOL SHAPE 1'. PERIMETER ;'.~ . MAX WIDTH _' Ilf DEPTH: ~~~~. " " ,~, '/ .' ~\ Ilf MAX LENGTH .~ v ft. to ft. to Ilf WATER AREA ')0"< ~. ft. NSPI TYPE /i- slf 1. Excess Fill ), " ,'., .~' ;-~- --..-.. ,..-, . 12. Underwater Lighting r/)'7t~1) 13. Deck J)" ..' \.': / / Leaf Net I 14. Raised Deck I I 23. Test Kit 24. Vacuum Head 25. Brush I 26. Start Up Chemicals 2. Filter System 3. Pump & Motor . 7"j \ 4. Method of Chlorination l.,i~.:.:- j /"i.. IN - Vac.Hose~ Adjustable POle~ ;.~ '- /:~, )(".) /' .'~" 5. Surface Skimmer 6. Backwash Disposal 7. Piping & Inlets ,L{ .- 8. Main Drain i 9. Therapy Jets 10. Tile., ' . 11. Interior Finish ~, , -- '. , / ~.~ ( ,--.,:'j_~L: ,>- 15. Deck Drainage 16. Retop /"; '..J (--'.~ ' .;d \... r-<.: .f '/ ;;:.~- ,,_~.li,._ /(.._ ,-' 4, ... j..1 27. Spa -- COIO/? 1. J-C,.> 17. Ladder/Grabrails f? T l) 18. StepslHandrail"'" /.:. ' 19. Diving Board & Stand 20. Cantilever/CopingfTile r>,:, '.... i " 28. Heater .-....,- BTU_Type_ M.:d . 29. Glass Blocks---~ 30. Electronic Equipment ,::/h., V 31. Automatic Cleaner >- 1.;';; 32. Love Seat --~...:..... Bench .:). r'l ( 1') ::;'(// .;'. ',. . 1.-' 21. Electrical Hook Up 'I' '. ...,." '.--'.-> GFI-===- ~2. Ti~r.. 'I ..... , h ..-,..;";'" ':",/ i /' TERMS 33. Swimout )" (.~. 'j; I ~~'l;..~' I.., ''t. ""'\. C. < Unless specially agreed and set forth herein, Purchaser hereunder agrees to make progress payments based on the total price set forth in this contract, to the Contractor, as follows: CONTRACT PRICE $ .. -/c,.-, i le;-), ~..aJ,.,,! 10% Down payment 50% When rough shell is in place ./6.3 5,/ 35% When plumbing is completed 5% When pool is ready for interior finish , ~" \,,--.~ .t~'/ ,} < ~. ~=!:.i-- .,,-. </,) /'~" .~ ~ . ":) I. ' .~...:>- Construction progress may be arrested between billing and receipt of payment for each phase of construction. NOTICE TO PURCHASER DO NOT SIGN THIS CONTRACT BEFORE YOU READ IT OR IF PERTINENT INFORMATION IS MISSING FROM BLANK SPACES. 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 the seller. This notice must indicate that you do not want the goods and services and must be postmarked by midnight the third day after you signed the agreement. This contract shall be deemed an offer to the Contractor and shall be null and void unless accepted by a duly authorized officer of Contractor within fifteen days of the date and year noted above the Purchaser's signatures. The salesman has no authority to bind the Contractor. All agreements and understandings are contained in fhis contract and the Purchaser warrants that there are not agreements or understandings other than are set forth in this document. Acceptance of the terms of this confract by Contractor is to be communicated to fhe Purchaser by transmitting a copy of this contract fa them showing acceptance by the sellers by the execution of a duly authorized offiC(f#r of the Contractor or by commencing construction. \ . _..... DATE \ PURCHASER /...p SUBMITTED BY '~....,.\. ,.~ . """ PURCHASER ACCEPTED BY \ Date OWNER " purchasers are husband and wife, both must sign. If owner is different from purchaser, owner must sign. Date .-" Date Date .... ,-"",?'- PURCHASER(S), BY SIGNING ABOVE, ACKNOWLEDGES AND AGREES TO ALL THE TERMS AND CONDITIONS ON ALL PAGES OF THIS AGREE- MENT EVEN THOUGH SPACE LIMITATIONS REQUIRE THAT SOME ARE PRINTED IN SMALLER TYPE. TERMS AND CONDITIONS COMPLETION Completion date shall be designated as the date that work set out in this contract has been done and the interior finish has been applied, and the pool is ready to IiII with water or use of the pool which shall serve as final completion and acceptance by the Purchaser. The Contractor shall substantially complete the pool <ready for marcite) within _ working days from completed excavation date. Days lost due to fire, rain, windstorm, flood, inspections, material shortages, act 01 God, holidays, work changes, Purchaser's agent, third party work on the job or failure of Purchaser to make progress payments as agreed shall be added to the construction time. Unless specilically stated elsewhere in this agreement, there shall be no penalty or award clauses in the contract. PAYMENTS Progress payments are due 5 days after billing date. Late charges of 1 Y..% per month on the unpaid balance will be added on all accounts not paid in accordance with terms. This charge amounts to 1 S% per annum. CHANGE ORDERS A surcharge of $50.00 will be made for each change, deletion or addition tolfrom this contract or the drawings after acceptance by the Contractor. Such work changes shall be authorized by a writtBn work order, signed by the Purchaser and the Contractor, at a mutually agreed price. Charges lor such items shall be due and payable before application of interior finish. DELAYS The Contractor agrees to begin construction in a reasonable time after acceptance of this contract and after obtaining all necessary permits from government authorities. (Fees charged for plan submission to zoning or variance boards, architectural committees, homeowner associations and such will be borne by the Purchaser.) The Purchaser and Contractor both agree to exercise diligence in obtaining all such permits and approvals. In the event work on the pool cannot be commenced within 45 days 01 the contract date or if construction delays occur between phases which are beyond the control of the Contractor (excluding new home construction), the Purchaser agrees that the contract price of the uncompleted work will be increased at the rate of 1 percent for each 30 days of delay. SITE WORK Unless stipulated elsewhere in the contract documents, the Purchaser shall be responsible lor the removal or protection of trees, landscaping, vegetation, underground utilities, irrigation pipes, or existing improvements which might be in the space to be used for the construction work or access, and agrees to pay the Contractor all additional costs incurred as a result of the Purchaser's failure to so provide. ACCESS Purchaser will provide adequate access through his own property or through adjacent property for all men, material and equipment as required to perform this contract including but not limited to excavation, hauling, concrete mixing and pumping and delivery vehicles or equipment. Purchaser shall obtain written permission of adjacent property owner for ingress and agrees of Contractor and material and equipment during the construction, if necessary; and agrees to be responsible and hold the Contractor harmless and indemnify him for any loss, injury or damage resulting to adjaCent property owner for any reason. The Purchaser shall be responsible for damage 10 lawns, shrubs, flowers, trees or landscape material resulting from the construction work under this contract, unless otherwise agreed to be Contractor elsewhere in the contract. FENCES Unless otherwise stipulated in the contract, the Purchaser shall be responsible for the cost of removal and re-erection 01 fences, gates, ornamental walks and such as necessary lor access of equipment to the pool site. Compliance with local fencB laws shall be the responsibility 01 the Purchaser. DRIVEWAYS AND WALKS When the agreed access for any construction equipment such as excavators, dump trucks, concrete trucks, pumpers, delivery vehicles and other crosses curbs, drives or walks serving the Purchaser's property, repair or replacement of such improvements must be agreed upon prior to construction, and the cost 01 such work included in the contract i1the Contractor is to repair such improvements. If the cost of such repair work is not included and so stipulated, the Purchaser shall be responsible for damage which might occur during construction and hold the Contractor harmless for any claims for such repairs. LAYOUT AND EXCAVATION The swimming pool and related improvements and equipment shall be constructed upon the land and in a location upon such land as shown in the contract documents and agreed to by the Purchaser. Even though the Contractor may assist in locating the pool and related work, the Purchaser warrants that he is familiar with the location 01 his property line, easements, setback sand deed restrictions, and that the pool work agreed upon is within such boundaries and does not violate setbacks or clearance from public utilities required by local, State or National Codes. The Purchaser agrees to indemnify and save harmless the contractor from any suits, actions, claims of Purchaser or third party for the location of said pool work by the Contractor in the place approved by the Purchaser. Due to the inability of either Purchaser or Contractor to anticipate unusual subsurface conditions, it is mutually agreed that in the event the Contractor in excavating the pool shall encounter pipes, conduits, sewers, grease traps, cisterns, tanks, mass concrete, tree stumps, hardpan, or other obstructions not apparent Irom the surface which might require blasting, jackhammering or rippertooth type equipment or other than normal excavating equipment for removal, the Purchaser shall indemnify the Contractor for increased costs incurred by him plus 15 percent overhead and 10% profit. Relocation of sewers and utilities shall be at the Purchaser's expense. The excavation costs is based on a mutual assumption that low density soil or muck which should be removed and replaced with new fill and brought to compaction does not exist in the area of the pool excavation. The Purchaser shall indemnify the Contractor for extra expense to remove and replace such material plus 15 percent for overhead and 10% profit. The Contractor agrees to provide dewatering devices as required to keep the pool excavation dry during construction; however, when extreme ground water conditions are encountered which required dewatering in excess of 3000 gallons per hour, cost for additional work and dewatering equipment, along with 15 percent for overhead and profit, shall be paid to the Contractor by the Purchaser. When unusual underground conditions are encountered, the Contractor shall notify the Purchaser and provide him with approximate cost estimates for extra work. Within five days of this notilication, the Purchaser shall authorize the extra work or instruct the Contractor not to proceed with construction. If the Purchaser stops construction, the Contractor shall receive from the Purchaser 15 percent of the contract price stated herein or the Contractor's costs to date plus 25 percent, whichever is greater. Unless otherwise stipulated in the contract, the Contractor assumes no responsibility lor repair or replacement 01 seawalls or deadmen, the Purchaser agrees to save the Contractor harmless from claims against him for subsequent failure of seawalls or other existing retaining walls or structures. DIMENSION TOLERANCES All dimensions provided in the plans and specifications are approximate and may vary to a tolerance of 5 percent. When measured surface area of the pool is less than stated in the contract, the Purchaser shall be entitled to a credit in the amount of $10.00 per square foot from the Contractor as compensation lor damages. The pool and deck shall be constructed to a tolerance of 5 percent of the elevation shown on the drawings. Variations in elevations of greater than 5 percent shall be submitted jointly by the Purchaser and the Contractor for Binding Arbitration as prescribed elsewhere in this contract. No damages shall accrue to the Purchaser i1the pool is larger or deeper than shown on the drawings. UTILITIES The Purchaser agrees to supply the Contractor with suitable water for original construction, warranty work, clean up and lor filling as required; and will further supply 110 voil electrical outlet for the Contractor's use adequate to operate electrical equipment utilized in construction (20 amps), and make such outlet available to the Contractor for his use when on the job. :~~';-"---?~' .--------r---.-.,.....---.---~,...~'~~ '!" t~-:__..:OO-:'-,?'--v:cT-:r . T'" [,....-,..- -... .~,..- ----...'-':-;:~~-,.-~~-.....,~'F.,......."'T'"~.,....'"').T".-..------'-""j;-' ::;~~--,. LIMITED WARRANTY The CONTRACTOR warrants its work to be free from defects in material and workmanship and to perform satisfactorily for a period of one year after completion date or the pool is in use, and if any such defects should appear within such time, shall remedy same w~hout cost to the PURCHASER provided said purchaser has complied in full with the terms of payment and other Conditions of this contract. PURCHASER'S failure to make full payments to CONTRACTOR according to the contract and work orders shall void this warranty. Purchased or assembled accessories and equipment installed under this contract carry manufacturer's warranty and CONTRACTOR neither warrants or guarantees such equipment beyond or in excess of manufacturer's warranty and sevicing or replacement of such items shall be charged for if they exceed the limits of said manufacturer's warranty. Defects or failures caused by obvious mistreatment or neglect shall be repaired or serviced at PURCHASER'S expense. The concrete structure (shell) carries a twenty-five (25) year warranty that is shall perform satisfactorily during that time. This warranty becomes void when original purchaser sells or leases described property. ANY IMPLIED WARRANTY ARISING BY OPERATIONS OF STATE LAW IS LIMITED TO THE DURATION OF THE ONE YEAR WARRANTIES HEREIN CONTAINED. A separate instrument warranting the work performed under this contract may be provided to the Purchaser, and it shall be considered a part 01 the contract documents. DEFINITIONS The pool structure shall be considered to "PERFORM SATISFACTORILY' or be 'STRUCTURALLY SOUND' so long as it is capable of containing water and is free from leaks (exclusive of evaporation of 1/8" to 3116' per day). POOL SHELL or POOL STRUCTURE is the concrete work which encases the steel reinforcing bars. Interior finishes are not part of the shell. Pool equipment which performs the lunction for which it was designed shall be considered to "PERFORM SATISFACTORILY." 'DECK AND PATIO WORK' shall be deemed to mean all concrete, tile and masonry work done in connection with the pool decks such as lootings, retaining walls, steps, platforms, curbs, etc. Marcite or marblelile when used as the WHITE INTERIOR FINISH shall be a mixture of white cement and ground marble with appropriate cement additives and shall be trowelled smooth and dense. Aggregate shall be "run of the quarry' with a proportionate amount 01 off-white particles, and the subsequent "white' finish will be subject to surface discoloration depending upon the amount 01 color in the aggregate used. LIMITATIONS No warranty extends to any part 01 the pool, equipment or appurtenances when failure or delect is caused by any of the following conditions or events: Abuse; lack of reasonable care; lack of necessary maintenance; improper operation; vandalism; acts of God; normal wear and tear. Freezing 01 water left uncirculated in plumbing lines, @ers, pumps, fixtures and other equipment. Substitution, replacement or addition or equipment not originally installed nor expressly authorized by the Contractor which might effect the operation or use of the pool. Repair or service of the pool or equipment by unauthorized parties which results in damages to or failure 01 the equipment. Water from external sources or flooding which might damage the pump or motor. Cracking, checking, peeling, separation, erosion, pitting, discoloration and staining of the deck finish by use of imprc>per chemicals in the cleaning of the deck. Subterranean or surface erosion caused by excessive water from acts of nature, outside sources, under or around the pool or deck structures. Heaving of deck or pool as a result of the growth of trees roots or other outside forces beneath the structure. Draining of the pool lor repair or maintenance without proper safeguards against hydro-static pressure. Power surges to electrical equipment from transmission lines or lightning. CONDITIONS The pool and equipment shall be used in a normal and reasonable manner and operated in accordance with the instructions provided by the Contractor and the equipment manufacturer. EXCLUSIONS Items of equipment which require normal replacement from time to time such as light bulbs, lenses, gaskets, pump seals, whip hoses, etc., are not to be construed as replacement under warranty. Stress cracking in the decks and patios whether from diurnal heating, shrinkage or other causes unless such cracking or off-setting exceeds the acceptable limits set forth in "Minimum Residential Pool Standards" as published by the National Spa and Pool Institute. Etching, pitting, cracking, peeling, separation, staining, discoloration, streaking, mottling or shading of the marcite finish which occurs AFTER THE POOL IS FILLED WITH WATER and chemical treatment begun, shall not be construed as delective workmanship or materials on the part of the Contractor. CLAIM PROCEDURE Normal warranty complaints should be satisfied by the Contractor after verbal notification by the Purchaser, however, to insure performance of the Contractor, warranty complaints should be made in writing and mailed or delivered to the Contractor's principle place of business shown at the top of Page 1 01 this contract. BY: \.......... t . .1.... ',-. i.\. .- '._. SIGtjATURE OF CONTRACTOR O~ CONTRACTOR'S AGENT \ \ DATE: /'(' . './ 7 '-iy' I f . . '., ~.....-~. " j' .,/'.......t~..., PURCHASER .,1." - ~. PURCHASER EARTH HANDLING AND DRAINAGE All excess excavated material shall be removed from the job site by the Contractor unless specified in the contract documents before start of excavation. The Purchaser agrBes to assume all responsibility for excess excavated material left on the site at his request. No grading except in the immediate pool and deck area in included unless spelled out specifically in the contract documents. When drainage of the Purchaser's property requires filling, cutting or establishment of new grades beyond the construction work built by the Contractor, this shall be considered the Purchaser's responsibility and the Contractor held harmless by him or claims of direct or consequential damages from run-off, standing water or flooding of the Purchaser's or contiguous properties. CONTRACT DOCUMENTS Plans, drawings, specifications, warranty and proposal, when submitted by Contractor together with this contract, shall form a part of this contract along with any change orders executed as described on Page 2. In case of conflict between the terms and provisions of other contract documents and this contract, the terms of this contract will prevail. ORAL AGREEMENTS All agreements between the Purchaser and the Contractor must be in writing and signed by both parties. This contract along with add~ional documents described above constitutes the entire agreement between the parties, and neither party shall be bound by any statements, representations, or oral expressions by any agent or person purporting to represent or act on behalf or either party. GENERAL TERMS This contract shall be binding upon and inure to the benefit of the executors, administrators, assigns and legal successors of the parties hereto. Should any part of this contract be declared invalid for any reason, such decision shall not effect the validity of any remaining portions and shall remain in full force and effect, although the invalid portion has been eliminated. In the event that any of the Purchaser's representations herein as to real property prove to be untrue, and as a result of relying thereon, the Contractor is put to unusual expense, the Purchaser agrees to pay the Contractor the full amount 01 any additional expense, in addition to all other payments called for, at the time of final payment. The Contractor expressly denies any responsibility or liability for incidental or consequential damages arising out of or as a result of lhe use or ownership of this swimming pool. CONTRACTOR'S RESPONSIBILITIES The Contractor agrees to supply the materials and labor necessary to perform the work described in the contract documents in a workmanlike manner. The Contractor agrees to work with all other trades on this job regardless of their union or non-union affiliation. The Contractor assumes no responsibility for the refusal of other trades to work with his mechanics and employees. Contractor shall have in force during the entire period of construction liability insurance to the limits of"atleast $100.00 per person and $300,000 per occurrence. Contractor will carry workmen's compensation insurance for the protection of Contractor's employees during the progress of work. Contractor shall not be responsible for injury to Purchaser, his employees or lor persons under the Purchaser's direction or other persons at the job s~e at the Purchaser's express or implied invitation. The Contractor shall regularly remove trash and construction debris from the Purchaser's premises. Upon completion, the site shall be Iree from construction material, decks and patios shall be broom clean, the pool shall be vacuumed, tile and equipment wiped clean and all equipment placed in operation. Ruts left by equipment will be filled and raked level. No sod replacement, reseeding or replacement of shrubs and landscaping material shall be provided by the Contractor unless specifically spelled out in this contract. The Contractor will not substitute any accessories or equipment specified in the contract documents unless that equi~ment or accessory is of equal quality or better, and has the same functional ability, usability and utility. The Contractor warrants that his work will meet or exceed applicable building Codes. The Contractor agrees to pay the cost of all labor, materials, supplies and any subcontract work used to construct the work described in the contract documents and shall hold the Purchaser harmless against liens or other claims from workers and suppliers, unless Purchaser fails to make full payment of contract and change order amounts. ELECTRICAL When electrical wiring of pool equipment is included in the contract, the Contractor shall install such work according to local electric codes and Chapter 680 of the current National Electric Code. Items such as remote switching, area lighting, convenience outlets, relocation of overhead or underground wires and conduit or increasing the size of the Purchaser's electric service or main panel will be considered as extra work and shall be at the Purchaser's expense. HEATER INSTALLATION Heater(s) supplied by the Contractor shall be installed and plumbed in place by him. When included in the contract electric heaters shall be wired to power supply, except that upsizing 01 existing service or panels (when required) shall be at the Purchaser's expense. Fuel supply and hook-up of tanks, as well as stacking and venting of gas or oil fired heaters according to applicable codes and laws shall be the responsibility of the Purchaser. THEFT, VANDALISM AND DAMAGE TO WORK The Contractor shall not be liable for repairs or damages to any part of the pool work or equipment resulting from natural causes of an act of God such as earthquakes, hurricanes, inundation, ground motion or natural settlement. The Contractor shall not be liable for repairs to work nor replacement of equipment lrom damages caused by neglect, negligence, willful acts, third parties or damage resulting from other construction in the pool area or theft or equipment, components or materials installed or stored on the job site by him. ATTORNEY FEES AND COllECTING COSTS Should services of any attorney be required by the Contractor to collect sums due by virtue of this contract or for the enforcement of any provision of this contract, including but not limited to anticipatory breach 01 this contract or alternatively arising out of any claim made against the Contractor by the Purchaser, then, in such event, if the Contractor is successlul in the recovery of any such sums or does successlully avoid any of the relief sought by the Purchaser against the Contractor, the Purchaser agrees to pay reasonable attorney's fees and other costs of delense thereof incurred by Contractor. ARBITRATION The parties hereby elect binding arbitration as their exclusive method of settling all claims, disputes, actions, and controversies arising between them relating to this contract or the failure or relusal of e~her of them to perform this contract in whole or in part. Arbitration proceedings shall be in accordance with the Rules For Swimming Pools Arb~ration adopted by the Tampa Bay Chapter of lhe NSPI, Arbitration Committee, and said rules are hereby incorporated by reference into the terms 01 the contract. Further, said arbitration shall be in accord with chapter 682, Florida Statutes, as same may be amended form time to time, including but not limited to those statutory provisions therein relating to judicial review of the decision of the arbitrators. A copy 01 the Swimming Pool Arbitration Rules of the NSPI may be obtained Irom the Contractor or any other member 01 the Tampa Bay Chapter of the NSPI or by writing the Chairperson 01 said Chapter's Arbitration Committee at the address set forth hereinafter. Arb~ration proceedings under this agreement shall be commenced by e~her party sending a written request for arbitration to the Chairperson of the Tampa Bay Chapter 01 NSPI, Arbitration Committee, at P.O. Box 15062, Tampa, Florida 33684-5062, together with the appropriate liling fee required by said Arbitration Committee. Request for Arbitration shall be on a Requests for Arbitration Form that can be obtained from NSPI at said addresses, which set lorth the issues in dispute, an amount claimed as damages, and the relief sought. TAMPA BAY CHAPTER, NSPI, P.O. BOX 15062, TAMPA, FLORIDA 33584-5062 Hometown Pools Inc. 37008 Price Drive Zephyrhills. FI 33541 (813) 782-7077 S'1.o so;)..~ a..~ ~fz.",-' c?6r- ~~,<","t 1 J}-- t ;J,~ q l'f\ ~ :::J- t( g L " ~ '1 /~ ~ )-t .... ~~ ........, ~'" ~ ~ 1'> '\ ~ "- '\ \ ") f'f ,~ [ ~ ....- ' ~ ~ l~ ~~, t<-: " t "'- ~~ ~ ,~ " '\ lJY6 !Jp %f '-0 ~ " ~ \'" .L ~'f f $J } '-'161' II>IJ V 1Jt.r ~ OQ t ~ ~~ (\ uy ~ ~ "\ -.- , 0-. ....... ~ -- I ALUMINUM EXTRUSIONS ID CHART I MARK DESCRIPTION WT/FT I AREA I WALL t I FLGE t ALLOY J STRUCTURAL ITEMS DESCRIBED (A) 1 x2 OPEN BACK 0.276 0.230 0.044 0.044 6063- T5 B 1 x3 OPEN BACK 0.384 0.320 0.050 0.050 6063- T5 C 3x2 PATIO BEAM 0.681 0.579 0.050 0.050 6063- T5 DI 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 6063- T5 E 2x2 SNAP BEAM 0.542 0.461 0.041 0.041 6063- T5 F 2x3 PATIO BEAM 0.681 0.579 0.050 0.050 6063- T5 G 2x3 SNAP BEAM 0.680 0.578 0.045 0.045 6063- T5 H 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 6063- T5 2x4 SNAP BEAM 0.786 0.668 0.045 0.045 6063- T5 . IJ J 2x4 5MB 1.008 0.857 0.044 0.135 6063- T6 . IK 2x6 5MB 1.342 1.141 0.054 0.135 6063- T6 , I L 2x 7 5MB 1.515 1.288 0.057 0.135 6063- T6 M 2x8 5MB 2.147 1.826 0.072 0.224 6063- T6 N 2x9 5MB 2.317 1. 9 70 0.072 0.224 6063- T6 0 3x2 POST BEAM 0.800 0.680 0.070 0.070 6063- T5 P 3x3 SCALLOPED TUBE 0.596 0.507 .045-.078 .045-.078 6063- T6 Q 3x3-0.093 TUBE 1.256 1. 068 0.093 0.093 6063- T6 R 3x3-0.125 TUBE 1.691 1. 438 0.125 0.125 6063- T6 ,S 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063- T6 ANGLES DESCRIBED (AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063- T6 AB 2x2x.093 tANGLE 0.427 0.363 0.093 0.093 6063- T6 AC lxlx.062 ANGLE 0.141 0.120 0.062 0.062 6063- T6 AD 1 x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063- T6 ,AE 1 x3x.ll 0 ANGLE 0.323 0.275 0.070 0.070 6063- T6 RECEIVING CHANNELS DESCRIBED (CA) 1.5x2.125x.062 0.362 0.308 0.062 0.062 6063- T6 CB 1.5x3.125x.062 0.438 0.372 0.062 0.062 6063- T6 (CC) 1.75x3.23x.ll0 0.834 0.710 0.110 0.110 6063- T6 SUPER GUTTERS DESCRIBED GA 4"x4" EXTRUDED 1.270 1.080 0.070 0.070 6063- T6 (GB) 4 x5" EXTRUDED 1.358 1.155 0.075 0.075 6063- T6 ~ ADD 'I ~ ALUMINUM STRUCTURES MASTER PUN , ENC>>llJRJ. He. @ COPYRIGHT AL. INC. 1994 17 - .- ",.. - ...------,--..._._H ..., _~ 4_._ ..___ .- . ...- -_. .-- --. J -- ."X ':i.;::,.:. ~'-~~'~"""""""_"",~,.~.<..<-.",...-,:;-~;~~ ;. ~ f PURlf4 I BEAM TO BEAM CONNECllON DR ALS J 2 x 2 PURUN, TYP. OR3x2 TYP. 5MB OR SNAP BEAM TYP, 5MB OR SNAP BEAM 1 1 2- x 2 1 8- x .062 RECEIVING CHANNEL wi (4) - 110 SMS INTO BEAM & (2) _ 1'0 SMS INTO BOTH SIDES OF 2 x 3 P.B. 2 x 3 - .050 P.B. TYP. 5MB OR SNAP BEAM ( PRIMARY BEAM ) TYP. 5MB OR SNAP BEAM o o TYP. SUB PURlIN _ i ( SECONDARY ) 110 SMS INTO 1'0 SMS EACH SIDE '11 PURlIN BEAM PRIMARY BEAM OF PURlIN BEAM i fJ 2 x 4 5 3 , Ii 2 x 5 5 3 : I I 2 x 6 7 4 :IJ 2 x 7 I, 8 5 t, 2 x 8 10 5 i Ii I 2 x 9 10 6 Ii it SEE SCHEDULE FOR FASTENERS " TYP. 5MB OR SNAP BEAM _ o - ~ AWMINUM STRUCTURES MASTER PUN , - \j - ...-.IIt:@coP'"'''""'....'NC.''''31 ~.....'. . ... i .. ~.!., . . . ~ _ _..1.. '". '_.~,,)~.....~...-~ - . '"" NTE 72' COLUMN ~ ~~ -L AaF kNI j T , 1-- u. "I MANSARD GABLE MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS 13 PSF - SCREEN ROOF 7 PSF WIND LOADS UP TO 120 MPH (D) (F) (G) (H) (I) (J) (K) (L) eM) (N) SPACING 2X2 PB 2)(3 PB 2)(3 SB 2x4 PB 2)(4 SB 2X4 5MB 2)(8 5MB 2x7 5MB 2)(8 5MB 2x9 5MB 3'~' 9.75 13.00 13.83 18.00 18.50 18.50 X X X X 4'~' 8.87 11.87 12.50 14.50 14.33 16.67 X X X X 5'~' 8.00 10.83 11.50 13.00 12.83 15.50 X X X X 8'~' 7.33 9.83 10.83 11.83 11.67 14.50 19.33 X X X 7'~' 6.83 9.17 10.17 11.00 10.83 13.67 17.83 19.87 X X 8'~' 6.33 8.50 9.67 10.33 10.00 12.83 18.67 18.33 X X 9'~' 8.00 8.00 9.17 9.67 9.50 12.00 15.87 17.33 X X INTERPOLATION OK [ CHAIR RAIL CONNECTIONS] DETAIL CD 1NmtICR 'I.r QlAHNfl. "I 4 140 lIS J I I 1/'1. ~NlI CHAHHn. "'N. 2" W/ i "0 5115 / M!lWII I'AS1!NHo ! Ito !ItS 1 III - Oft s.e SD::11ONS EXTERIOR @ CHAIR RAIL II CONNECTION INTERIOR @ CHAIR RAIL 12 CONNECTION INTERIOR ~ CHAIR RIIIL ~ CONNECTION ., i .. III .. .. .. III .. III III . . .. . . . . I II , . b) b ~Il \\ @@ <D <D @0 Q)@ (D @@ ~....- _ ......1._..__6 BEAM PURUN TO COLUI.1r\J CONtJECTIONS TO COLUMN CONt\JECTIONS 2' SHB "':I: :1:... VOw /~: .z "'- 1.1 ~ r- I.' I .. U~E 4 _10 SHS EACH : 0 SIDE rOR@ @posr I ALL OTHERS SEE I rASTEN(R SCHEDULE I BElOV ~ 0 I OVERLAP BEAH n \ '" ....0 11 00\) Q. '" r ::: u- Oll< zo '" ... 2 . DETAIL CD I ~ Z 09 I"TERNAL SCPEIo'E D \// 2 "10 I 1/2 S...S 2- S"'8 w~ I ~ " 0 B '''TEl<f'AL SCI;'E\/EO '01/ 2 -:0 I 1/2 S...S o o 2" S"'8 .. '" c . ~ > ~ Z VI ~ ~ ~ ..J . t\J8 M ><0 "'.... ~ . USE 4 110 S...S EACH : 0 SIDE rOR@@pOST. ALL OTHERS SEE . rASTDJER SCHEDULE . BELOV. ~ I 0 I USE rASTENER SCHEDULE TIHES 2 o o o o o GUSSET PLATE HIN THICKNESS EOUAL TO BEAM -.I CVERLAP 8EAM DETAIL @ DETAIL @ FASTENER SCHEDULE PURLlN POS T SIZE rASTE"ERS REOl.:RfD 2 , J PB · "0 sus EACH SIDE IIOICH(O TO REC PURlIN -- 2 . . PB 6 '10 SIIS EACH SlOE 8 "0 SUS EACH SIDE 10 '10 SUS EACH SIDE 1/1~" REC CHANNEL 4 W'D SlAS EACH SIDE / 2 . 4 SUB ~-o 2 . 6 SUB 2 , 1 SUB , 2 "0 suS EACH SIDE 2 , 8 SUB 12 "0 SUS EACH SIDE 2 . 2 SUB ,. " 0 SUS EACH SIDE '--. (\ ~ ~ c . '" ... ~ ::> '" z '" U :I: z: VI:)'" ..J . l'\J 8 M "'0 ru~ / NOTCH POST 110 I 1/2 SMS 24' ON CENTER ~ COLUMN PER SCHEDULE (ALTERNATE CONNECTION - (2) .10x 4" SMS ANGLED INTO PURLlN ) DE T A I L NOTES, IX2 DB AND 2X2 PB CAN BE ROTATED IN ALL CDNIJECTIONS DETAILS. EXAMPLE, USING DETAIL @ \.11TH THE TOP 2X2 AND IX2 POSITIONED UPRIGHT AS SHOVN IN CETAIL @ IS OK, USE rASTENER SCHEDl'lE or GUSSET PLATE AS INDICATED ~ ALUMINUM STRUCTURES MASTER PUN Q ENGltEERlNG,1NC. @ COPYRIGHT AL, INC. 199. -- j I i I I I I t: I' i- !j 'Ii I, , I I J I I ! 39 j ,I t I I ) , '~J) SLAB DETAILS ADDRESSING EROSION S~IMMING POOL ENCLOSURES ONLY * 5 BAR CONT. -I 2' MIN. Bn'ORE SLOPE " @-- -' '1..4: II ~rr~1I8 -"'-::::ITt . . . :,:.~ ::.::' :: .:. :: .:. :: .: .:. 3.5_IIE:III=1 _III , ~IIIn=~~JJ.1..LL~ T 'I '=111=11 t::::111=lTI= f.lODERA TE SLOPE rOOTING 6: 1 TO 3: 1 rLAT SLOPE / NO rOOTING REOUIRED o TO 6: 1 2 fI 5 BAR CONT. ~ HOME OWNER MUST BE MADE AWARE or THE POSSIBILITY or EROSION AND SHALL BE RESPONSIBLE rOR MAINTENCE TO FORESTALL rAILURE STEEP SLOPE FOOTING 3: 1 AND GREATER GRE A T POTENTIAL FOR EROSION ~ ALUMINU},f STRUCTURES },fASTER PLAN ENGItEERING. It<<:. @ COPYRIGHT AL, mc. 1994 145 .. .. - =- - .. - =- =- =- . =- . .. .. =- =- ~ - . . . . . . . . . . . , J . I ALUMINUM EXTRUSIONS ID CHART I \ ; ;: WT/FT FLGE t ALLOY II , MARK DESCRIPTION AREA WALL t STRUCTURAL ITEMS DESCRIBED , (A) 1 x2 OPEN BACK 0.276 0.2.30 0.044 0.044 606.3- T5 i. I B 1 x.3 OPEN BACK O. .384 0..320 0.050 0.050 606.3- T5 j C .3x2 PATIO BEAM 0.681 0.579 0.050 0.050 606.3- T5 ; 606.3- T5 ,. D 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 E 2x2 SNAP BEAM 0.542 0.461 0.041 0.041 6063- T5 F 2x.3 PATIO BEAM 0.681 0.579 0.050 0.050 606.3- T5 G 2x3 SNAP BEAM 0.680 0.578 0.045 0.045 606.3- T5 ; H 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 606.3- T5 I 0.668 0.045 0.045 6063- T5 . I 2x4 SNAP BEAM 0.786 J 2x4 5MB 1.008 0.857 0.044 0.1.35 606.3- T6 . (K 2x6 5MB 1..342 1.141 0.054 0.135 6063- T6 . (L 2x 7 5MB 1.515 1. 288 0.057 0.135 6063- T6 (M 2x8 5MB 2.147 1.826 0.072 0.224 6063- T6 N 2x9 5MB 2.317 1.970 0.072 0.224 6063- T6 0 .3x2 POST BEAM 0.800 0.680 0.070 0.070 6063- T5 P .3x.3 SCALLOPED TUBE 0.596 0.507 .045- .078 .045-.078 606.3- T6 Q .3x3-0.093 TUBE 1.256 1. 068 0.093 0.093 6063- T6 R .3x3-0.125 TUBE 1.691 1.4.38 0.125 0.125 606.3-T6 S 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063- T6 ANGLES DESCRIBED (AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063- T6 lAB 2x2x.093 ANGLE 0.427 0.363 0.093 0.093 6063- T6 , AC 1 xl x.062 ANGLE 0.141 0.120 0.062 0.062 6063- T6 . AD 1 x2x.062 ANGLE 0,214 0.182 0.062 0.062 6063- T6 AE 1 x3x.ll 0 ANGLE 0.323 0.275 0.070 0.070 6063- T6 RECEIVING CHANNELS DESCRIBED (CA) 1.5x2.125x.062 0.362 0.308 0.062 0.062 6063- T6 I CB) 1.5x3.12Sx,062 0.438 0.372 0.062 0.062 6063- T6 i I (CC) 1. 75x3. 23x.ll 0 0.834 0.710 0.110 0.110 6063- T6 :,. SUPER GUTTERS DESCRIBED i (GA 4"x4" EXTRUDED 1.270 1.080 0.070 0.070 606.3- T6 ~ (GB) 4"x5" EXTRUDED 1.358 1.155 0.075 0.075 6063- T6 '! , ,I I i AnD ! I ~ ALUMINUM STRUCTURES MASTER PUN ! .1 ! , EtO.I:SI<<l He. @ COPYRIGHT AL. INC. 1994 17 r,. : ! of I I I ! ~ I BEAM TO BEAM CONNECTION DETAILS I SPACING BUW[EN SCREWS CANNOT BE LESS THAN 2" GUSSU THICKNESS MUST BE GREA TER OR EOUAL TO WALL THICKNESS BEAMS SHOWN ARE SCALED AS A 2)(9 5MB OTHER BEAMS ARE SIMILAR CHAMFER TO CLEAR SCREEN BEAM TOTAL FASTENERS SIZE BOTH SIDES "0" "b" 2x4 5MB 14 eo #10 SMS NA NA 2x6 5MB 22 eo #10 5MS NA NA 2x7 5MB 30 eo #10 5MS NA NA 2x8 5MB 34 eo #10 5MS NA NA 2x9 5MB 38 eo #10 SMS DETAIL 0 NA NA BEAM TOTAL FASTENERS SIZE BOTH SIDES "0" "b" 2x4 5MB 16 eo #10 SMS 14" 4" 2x6 5MB 24 #10 SMS 16" 4" 0 0 0 0 0 0 0 0 eo 0 0 0 0 0 0 0 0 2x7 5MB 28 ea #10 5MS 16" 6" 0 0 ~ 0 0 ....- ---- 40 eo fO SMS 20.' 6" ....- ---- 2x8 5MB 32 eo 12 SMS 20" 6.. 40 eo fO SMS 20.. 6" EXTERIOR GUSSET PLATE 2x9 5MB 32 eo 12 SMS 20.' 6" DETAil @ BEAM TOTAL FASTENERS SIZE BOTH SIDES "a" "b" 2x4 5MB 16 eo #10 SMS 14" 5" ....- ---- ....- 0 0 ---- ....- 0 0 ---- 2x6 5MB 24 eo #10 SMS 16" 5" \ 0 0 0 I 0 \ 0 0 0 0 0 0/ 2x7 5MB 28 eo #10 SM5 20" 5" 0 0 0 \ 0 0 0/ 2x8 5MB 36 eo f 0 SMS 20" 6" 28 eo 12 SMS 20" 5" 2x9 5MB 40 eo ~10 SMS 20" 6" 32 eo 12 SMS 20" 5" DETAil @ 0 BEAM TOTAL FASTENERS SIZE BOTH SIDES "a" "b" 2x4 5MB 16 eo #10 SMS 14" 4" 2x6 5MB 24 ea #10 SMS 16" 4" 2x7 5MB 28 eo #10 SMS 16" 6" 2x8 5MB 40 eo 10 SMS 20" 6" 32 eo 12 SMS 20" 6" 2x9 5MB 44 eo : 10 SMS 20" 6" 32 eo 12 SMS 20.' 6" DETAil @ A 4")(125" FLAT BAR MAY BE USED INSTEAD OF GUSSU PLA TES CALLED OU T It1 TH AN APPROPRIA TE LENG TH TO ACCOMODA TE THE REOUIRED SCREWS BTBI 28 ~ ALUMINUM STRUCTURES JfASTER PUN ~NC. @ COPYRIGHT AL, INC. 1994 I CAGE BRACING DETAILS 1 RlJty:" &. ..,ALL lllAClNG ~E:aUIRED ~' n:Jl Got\IU.HlP.F1.A T s:o:: HOlES Xl.DV ///// /7//////~ ~r: T " , " , " , ~ 1CJ~J:S1lDMID I " , ~ " , %- IT ~ 0IClDIull JS \fm1Dl _ " , i T><U ~ - ~ ... -.0 LI i , " 1 , " , " , " , " , " TI:F snAPS ~ \1"'-1. IIW:I>G so: Jl["TAIl..S II1.D\I ~ ...J ...J C ~ Q ~ ~ b2 NG..[ V. '0/'4 tt.O SKS \ j c ~ p ... ~ ~ " " " " " " ", " DElII[L or' , , " , 'V , i , tl , c iii '" " j " " c ~ '" " " / , " " , " " ClJRl::O'-U"",, ~ ~ \Iou. IIIACDlG sa: ~AIl.S Ifl..O\i ~ ," . 2" O.B. E)(T. P'JIlLJN TYPICAL TOP STRAP BRACING NP "'AU. BIlAONG Si IIllt..OS SiUl c.t.BlE HlN THIC1<l<<:SS 3/32' be IlNlU: l/1I" NOTES: CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY WALL NOT DIRECTLY FASTENED TO THE HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TO WINDLOAD. THESE CABLES SHALL EXTEND DIAGONALLY FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKLES. TURNBUCKlES SHALL HAVE LOCKING DEVICE TO PREVENT LOOSENING. THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST STRENGTH. THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB WITH THREE 1/4" FASTENINGS OR TWO S/Hr FASTENINGS WITH A 118" STRAP. EITHER WALL BRACING OR TOP STRAPS SHALL BE REQUIRED. ~ A LUMINUN STRUCTURES MASTER PLAN 6J ENGItEERING. K. @ COPYRIGHT AL, INC. tOg. 45 I /500 J 4. ,~ , <0 ,1::), "- to\ o \) \) '< I 30.00 27.7 ~ I l(j ~ 4J ~ t, .. I , ~' i~ ~ ) ~ ~ ~ \- ~ '-J t ~ ~ I ~ ~ ~~ ~ ~ ~ :27.71 "- ~ ~ ~ .... l"I \,j I 1 " ~ ~ ~ ~Ir) .:10.00 1 9- l<J rJf/ ~o ~o UNr'L4TTEO N 89 "5'".2 155" E. () o Qj ~ 1 · I\/. 89052 ' 5~11 E. 'f '" ~ .... o ~ ~ ~ A CA N 7' ~ ~ .r '-.4'7 s: 890.5:<' 5Sn W. LA/VD NORr~ L./N'E Or S(/MN1~~ HI'LL SVaOIVI'$'/O-V //4-,00 I ! r -0 ';:> =--, o. r;fl " 0.... 1/4.00' (A/M)_ L~T3 LEGAL DESCRIPTION Lot 2, SUMMER HILL SUBDIVISION, as recorded in Plat Book 31, Pages 38-39, Public Records of Pasco County, Florida. ..l \ ~ IJ.~ ./..' k t^. (,.1'. ~ ?-. y. ~v q. .IV 89 o551.z0" E. (aAIS'Is a,.: 6EAR."'V~:;) C. Fred Deuel and Associates. Inc. 5151 Gall Blvd. Zephyrhills, Florida 33541 Phone: (813) 782-6717 Fax: (813) 782-5426 50ur/-/ Av~ {" $ovTH .t:.~!! ...!',c' .5"tlo'WAAER. /In_ i- S (./ L3 ,? IV. ~ FOR: R.C. BURNETTE SURVEY DATE: ocroBER 27, 1998 OClUNDARY SURVEY ORDER #12336-ZH ~>: -<<. ~.. <'4 f!j ~ .3<5' < 5.(.(2' / 3/.:3. :12 SECTION /2 , TOWNSHIP 2G S., RANCE 2/ E. PASCO COUNTY, FLORIDA K w S 1N =20 I SCALE: ~ Ii I I 0' /0' .20' 40 SURVEYORS NOTES: 1. No underground installations or improvements have been located except as noted. 2, No instruments of record reflecting easements, rights of "Way. and/or ownership were furnished this surveyor except as shown. 3, This survey was prepared without the benefit of a title search. ~ ~ ~ ~ ~ ~ ~' ~ ~ 0' 1 .\~\ \" tJ ? ----- ~k~.~' P.O.C, P.C.P. P .R.lL M.S. P.O.L Fl.R. FJ.P. F,C.lL F .N&O. SJ.R. r R... co.- ca.. P.C.s.c. Legend 10.a 10.S. CONe. ,>SPH. ws. FR S.P. C.P, CH, W.F. WO,F, OHL U.P. E/P SEC. R/'IIAy IA.H. ZHCCt. Point of ComlMllGell\ent I Permanent Control Point i , Permanent Refe~nce lIonument Point of Beginning Point on Une Found Iron Rod Found Iron Pipe Found Concrete lIonument Found Nail t Disc Set lit ran Rod (La 107) Set NoI t Disle (LB 107) Per i..eQal Description 0( Record Plat CoIc~ed r IIld WeoIured Proportioned Section Bred<down Rodius Chonl OiItonce Chonl Bearing PlIICO County Seclion Comer Top of Bank Toe of Slope ~ ~pho~ lIasonry Frame Scnened Porch Cor>lort Chain link Fence W'1ft Fence Wood Fence OYerheod Ubli!y line utlfrty Pole Edge of Pa~rnent Section Right4l1-Way lAanufactu~d Kome Zephyrtlil1s Colony Company landi Plat Book _, f'age _ Center1ine -4..- t: Fred /Jeue! and Assoczates; Inc. ZephymlUs St. Petersburg Certificate of authorization number LB 107 Not valid without the signature and the original raised seal of a Florida Ucensed surveyor and mapper. The property described hereon was surveyed under my direction and supervision, the sketch hereon is a true and accurate representation of the same and this survey meets the Minimum Technical Standards set forth by the Florida Board of Professional Land Surveyors in Chapter 61G17-6 Florida Administrative Code pursuant to Section 472.027, Florida Statutes, John H. .Demmons, Jr. PSH. lorida Surveyor's Registrtion . _ . . :_ ~ . _. ;1r '''. -: .. . - __ ~ . . :._ .'. r" /y j :0""-"" '>' ~~~~ - "'- '?:n fa r;6 €:)I.\srs ;2,~ tl\ J 1\ rr O~0 ~ WET INSTITUTE 'J, lOT P l A ~ . v JCH.[ IIr .. 1..0:- r '6 I ~. -~- to ~'j Q /" ~ll '-" '^ .\ 1. POOL SM>>f -E.J~ m ,q. ).f "EF. MO. '-j)O 1. StZE /, x ..3 <) 'If I' ~ 0UtltS :3 lO ~ 1. .TILE R F ~ Tau, g).. L.jf' 4. DEeXIHG .530 COlO" J. f- 1J1-4~(.,; ~ L IIWSm oe:x - ~ ItEJGHT (J_~ """"n7I ;SrH R',~ .., / 7. f<<. TU n?( 0 c: IQ. FT. ~ .. IWU R r D _IltOUT~les ft1I,q- .. UHOOWAlU UGHT ,... I '" V "OC..ll 3d'O -Am \Q. UCiKTSMlTOtAT: AeJ'Vl~~ '/'1. DMHG IOAAO 12. SXlMME" - /:> u. ut LET FmtHGS t.j t4. WA1H DWN / 11. TliEJIlAN .ET$ 1L IUOI - 17~ PLOATlHG swtU Y c;., 11. c:m.1)ftDtATOft 'f c ~ 11. TlMU 't'c" S 21. II.AAaTI \,o\v4 ~ .21. I1.1Ct'RJC IV e.O/~-t- 22. tNC1 0$t0 SPA - 21. LOVtSUtT y~~~ )(.. Tunar I . 2l. UNDUWATU VN; x. nJUUT NO. 71. CAJ.fO't LD. MO. \......., h ,h S; <ut. -~ ...v 2t Oll4EA W ~-r rn P 21. 30. 21. n .~ :rrPf ttO.. OF JETS IIZI . TYPE \.(....... I <r'"' TYPI C- J- -lOr;) e..$ UJ. 11m lID IX. ua 13 t..oJ') I 'OLE I VN; HOSe FT I HOMETOWN POOL, INC. PHONE 813-182.1071 31008 PRICE DRIVE ZEPHYRH1LlS, FL 33541 IUJIC. .".. ~ . CITT' wr -.Eo ClSTOMa'i UQC.\ 'NI:l , .-.,.IT.. ...u- - ..':-t;!_ 0 -0. .....-:.., :''':. ....."_'": .. .;'.. 0 ..,:..... ._ .:~ -" ;..'S;:.._t!!~' ..... .. ex.. n BOUNDARY SURVEY Client: JOHN BULOVA & PATRICIA THOMPSON Work order number: 12611-ZH Date of Survey: AUGUST 9, 1999 C, Fred Deuel and Associates, Inc. 5151 Gall Blvd. Zephyrhills, Florida 33541 Phone: (813) 782-871'7 Fax: (813) 782-5iZ6 SECTION t 2, TOWNSHIP 26 S" RANCE 21 E, PASCO COUiVTY, FLORIDA K = NORTH LINE OF SUMMER HILL SUBDIVIS\ON~ _ _ _ _ _ Lor 1 NORTHWEST CORNER OF lOT 5 SURVEYORS NOTES: 1. No underground installations or improvements have been located except as noted. No instruments of record reflecting easements, rights of way, and/or ownership were furnished this surveyor except as shown. This survey was prepared without the benefit of a title search. LOT 4 2, i '?\::!''''' <c.,,'f' '''' _-a----- NORTHEAST CORNER / -- -}. "- v' -}. "')/ ~. q.' v,/ q' 3, /"J' < 05'5<" 87.5<, t. (CrtM) '<:',,;~:~ 5 \ c,"'" ~ J5'62-;.J ~",- . u-. $o,,~ ,.q.... .~ vv' v' ~ ~ : ~ -_,::~,:':- 'V. ~.~ . /" -L\ q ~S~O~N; 8 \ 0 ~ \~, I{ '~ ~ / :~)~\~ \ ~ "};>-'-::-,~ ~- - " ....... ~UTHEAST CORNER ~ ;~. 170:::?i:~~ ~ / l~~~' NORTHWEST CORNER ~ OF LOT 7 1:3 gsJl ~ c? ZCO ~ ~~ ~~ co.....1 ~ 3: -- ~.OO' J ......... I ~ a:: (/)3: ~o en iii.l~q ~ ~ ~I c g co ~ ~ i~ I 1 q' v. ~.... 9q ~'V I ARC=.32.5.3' CD.=30,28'(R&M) CB,=S.3T54'OO. E(R&M) C-2 R=50.00' ARC=81.2.3' CD,=72.S9'(R&M) CB,=S.28' 38' 16" E(R&M) C-,3 R=50.00' ARC=65.40' CD.=<60.84'(R&M) CB.=S.5S' 22' 34" W(R&M) C-4 R= 1 06.87' ARC=89.08' CD.=86.S3'(R&M) CB.=N.24' 30'01' W(R&M) -t..- C. Fred lJeue! and Assoctate~ Inc. Zephyrhms St. Petersburg Certificate of authorization number LB 107 Not. valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. The property described hereon was surveyed under my direction and supervision, the sketch hereon is a true and accurate representation of the some and this survey meets the Minimum Technical Standards set forth by the Florida Boord of Professional Land Surveyors in Chapter 61C17-6 florida Administrative Code pursuant to Section 472.027, Flt:ridlJ StQt~';es, ~ LEGAL DESCRIPTION: That portion of Lot 5, SUMMER HILL SUBDIVISION, as recorded in Plat Book ,3 1, Page 38, ?~b:ic Records of Pasco County, Florida, being further described os follows: w S SCALE: 1" = 40' ~ 0' 40' I 80' -. LOT 2 P~t-. ComtTence at the Northwest corner of sQid Lot 5 for a Point of Beginning, thence run S. 72'OS'52" E.. 87,~2 feet along the northerly line of said Lot 5; thence run S. 01'17'58" E., 102.42 feet to a point on the south line of Lot 5 and the north\\est corner of Lot 7 of said Summer Hill Subdivision, thence run S. 89. 5S'20" W" 85.00 feet along the SO'jtf'. line of said Lot S to the southwest corner of said lot 5; thence run N. 00' 17'23" E., 49.79 feet along the west line of Lot 5; thence continue along the west line of Lot 5 N. 00' 37' 10" W,. 79,63 feet to the northwest corr- of Lot 5 ond the Point of Beginning, Said parcel contains 9701.6 square feet, more or less, LOT WEST 2/3 (BY MEA) VACANT 9701.6 S.F.i: LINE TABLE L-1 S.00'37'20"E 3. n'(R&M) P.O.C. P.C.P, P.R.ll. p,os, P.O.L F.I.R. F.I.P F.C.tot. F.~D. S.I.R. r R.- CO." ca... P.C.S.C, SOUThWEST CORNER OF LOT 5 LOT 3 85,00' C&M S 89'SS'20"W CURVE TAlli C-1 ,?\i ~. 'b" <c.'" ,,,,. R==25.00' -------, LOT 6 LOT 7 SOUTH LINE OF SUMMER HILL SUBDIVIS~N _ " _ _ _ _ _ _ _ ~ SOUTH A VENUE Point of Comrr~rrtllnt PtrlMroent Con\r1ll Point PlII11'lOroent R,terence llonurr.em Point of lle9inning Point on UN found ~ Rod Found ~ Pipt Found Coocrtt, Ijonument FO'JlId NOO 4: Oiac SIt 'It ~ Rod (1.B 107) SIt Not 4: DisK (LB 107) Per Leqol o-ription Of' Recofd Plat C<:Ilcuiatod rleld 1oIell8ured Proportioroad s.:tion Ihol<down Rodlus Chord Oistonet Chord Beoring POICO County Stction C<:Imer Legend T.O.B. T.O.S. CONe. ~, ~. FR. S.P. C.P. cu. 'II.F. WD.F. 0Hl. UP. E!P SEC. R/VIAY 1j.H. ZHCCl. Top of Bonk Toe of Slo?t Concrete Mpho~ Wasom)' frame Screened Porch Corport ClIain Link '.~e W'lf"I ,enet Wood ,.nc. Overteod Ublity Unt Wily Poie Edge of POI'ement Sactiot- Ri#--of- 'II<:oJ UOnllfoctured Home Zephymins CoIOt1y Company ~nds Plot Book _, PQge _ . Centerlint ./DA VID G. 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