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Home My WebLink About00-9645 ISo.~ BUILDING BUILDING PERMIT Permit 09645 Date '7 IT,I 00 , )S_~ ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 ., r () v ~ 7 ...- PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: _ S~'f .). Y (j lJ.'" ~ t)C\ t "" ~ Job Address: bell, ()C. It.. ( ./" $'.j- { /~~ ParceII.D.# 0)-:;'" -,}I- ()21o~ OOdO~ -0(20 Water Meter: T.I.F.'s: Zoning: Description of Work Energy Code: Poo l .t. S'v,rt" e7'l Radon Gas: 6",<..-1 CI.fl.4r~ FINAL NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C,Q. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector 51 Valuation or Contract Price :2~, 5J". , 0(:1 Permit Fee 100 ..0.:: Signature Company Address Telephone# City License Registration # State Certified License# BUILDING ELECTRICAL PLUMBING MECHANICAL SLB S.-rI1~&t) ;le Tub Set Water Sewer ~nal r~ ~-2J..r;Ou.. Ftr. 9r ......L r -tJ(J Pre SLB Lintel FRM. Insul. CL WL ~ Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final ~ ~-~l'-O(9:&L Breakers Ducts Insl. Compressor Final Driveway J):uL ~/Uf-(JO .u- REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.00) shall be made for each trip for each trade: 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 ZEPBYRBILLS BUILDING DEPARTMENT DATE RECEIVED PLANS REVIEW FEE OWNER'S NAME 5'Tc'r ~ \'(V6).Jlv6= r;) J4 "'-/. Yl/l.E JOB ADDRESS Co 7/1 C/4.t..{ l'f? ~!>T Uu Vj. J PHONE LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID # 0 J-. a... <.:. ~ ( 001.3::) G6("')()O Old G (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: ONEW CONSTRUCTION o SIGN o ADDITION OALTERATION o REPAIR o INSTALL o MOVE 0 DEMOLISH OMULTI-FAMILY 0# OF UNITS o MOBILE HOME o INDUSTRIAL ~WIMMING POOL o OTHER PROPOSED USE: OSGL FAMILY DWELLING o COMMERCIAL DESCRIPTION OF WORK D RESTAURANT & HEALTH DEPARTMENT APPROVAL <? cx:L do- Sea t::: eN Y ~J ~ A- 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 FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED o BUILDING $ ;J... 5 ,3"3> G:;, 00 VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES 0 NO BUILDER COMPANY: jJ6';'..p ~ OLuV\. PoJ.-~ L...,- q IJ \ STATE CERT OR REGIST # ~ PCcJ",;l 5"5"'-IL SIGNATURE ~ ~ CITY PROCESSING # * **************************************************************** BLBCTRICI~ ~ SIGNATURE ~. ~~ COMPANY D~N~(I Jn2../V1oO d -e/ E /C'L (:I F\.. fr STATE CERT OR REGIST # CITY PROCESSING # 3 ().. <g PLUMBER * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * *::: *.* *~. * * * *(5;A COMPANY--tJ m.A.. , 6..A..._ . \ STATE CERT OR REGIST # CITY PROCESSING # ********~****************************************************** MECHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to ~deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restric"tions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or cont:ractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the ~Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills, C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of ~Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the ~owner" prior to commencement, E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development, Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is understood that a drainage plan addressing a ~compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. 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. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT". SIGNAT~~iR orc~A. SIGNAT[)~TO!'~ acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _ day of by acknowledged 19 (name of person acknowledged) Dwho is personally known to me, or (name of person acknowledged) [1ho is personally known to me, or of identification) take an oath. o who has produced (type of identification) and who Ddid Diid not take an oath o who has produced (type and whoD did Odid not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OIiIlER'S _ Sio y OWNER' S ADDRESS he; II JOB ADDRESS ~ ~ I / , J- Y II "1/1(,7 (Jc. k.. ~f O(1)/~E' (.res J- /.?GL-</ C I /(/S!- l~ PHONE LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 1. D.' (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction --!tddition ---.lUteration --ltepair _Install _Sign _Kove _Deaolish PROPOSED USE: _Single Faaily _K/F _' of Units _K/H _~ercial _Indust. _Swia. Pool _Other _Restaurant & Health Departaent Approval DESCRIPTION OF WORK: S0ce..-, E~ L (05 I.(/<? BUILDING SIZE: x Square Feet, Height RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. -1IECBAInCAL $ Valuation of Kechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUC'l'ION: _Block _Fraae _Steel Other FIlfISBED FLOOR ELEVATIONS: Yl' . IS PROJEC'l' IN FLOOD ZONE AREA? YES NO .......................................... CONTRACTOR SECTION Rml.DER COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature RI.R.CTRTc:iAN COMPANY State Cert. or Regist. . City License Registration . .......................................... SillmAture PLUMBER COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature MECHANICAL COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature ~' Signature .. / COMPANY '~,6t ~7J State Cert. or egist.' Q::>.J/<~')L'/ City License Registration . /~~ .......................................... APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject to wdeed restrictions" which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be reguired to be licensed in accordance with state and local regulations. Jf the contractor is not licensed as reguired by law, both the owner and contractor IIY be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing reguirelents .ay apply for the intended work, they are advised to contact the City of Zephyrhills Building Deparblent, (813) 788-6611. Furtberlore, if the owner has hired a contractor or contractors, be is advised to bave tbe contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor, you are indicating tbat you, ratber than the contractor, are responsible for the work. If tbe contractor wisbes you to sign as contractor that lay be an indication tbat he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND U'fILITY CONNECTION FEES l l D. ~ONSTRUC'l'ION LIEN LnW (CHAPTER 713, FLORIDA STATUTES.I AS AME.NDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HoIeoIoer's Protection Guide" prepared by the Florida DepartJent of Agriculture and Consuaer Affairs. If tbe applicant is SOJeODe other than the "owner", I certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the "owner" prior to cu..encelent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developlent. I Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no worl or installation has cOIIenced prior to issuance of a perlit and that all work will be perfoIJed to Jeet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other govefRIental agencies lay apply to tbe intended wort, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not liJited to: · DepartJent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroDJentally Sensitive Lands, Water/Wastewater Treallent · Soutbwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses · AllY Corps of Engineers - Seawalls, Docks, Navigable Waterways · Deparllent of Healtb , Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater !reatJent, Septic !ants · US EnvirODlental Protection Agency - Asbestos abatelent I also certify that, if fill laterial is to be used in Flood ZOne "A" or "A,etc.", it is understood that a drainage plan addressing a "cOlpensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. . A perlit issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall is~u~nce of a perlit prevent the Building Official frUl thereafter requiring a correction of errors in plans, construction, or violatioos of any code. Ivery petlit issued shall beCOll iD'alid unless the work autboriled by such perlit is cOllenced within six IOnths of issuance, or if work authorized by the petlit is suspended or abandoned for a period of six IOntha after the tile the work is CDllenced. One 90 day utension of tile, IIY be allowed for the perlit with fee charge of $15.00. The extension sball be requested in writing to the Building Official. An approved inspection lust be logged during each six IOntb period, or tbe project will be considered abandoned. WARRING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OP COHHIICIHBNT ItAY BESUL! IN YOUR PAYING !IIICE FOR IHPROVIIIIIrS TO YOOR PROPERTY. IF YOU INTEND TO OBTAIN PIIIANCING, CONSUL! WITH YOUR LENDER OR AN AnOOl1Y BBPOBE RICORDIIIG YOUR IIO!lCE OP COHHENCEHRNT. JOBS UNDER $2,500 IN VALUR DO NOT NERD TO RECORD AND POST A "NOTICE OF COHHIIICBIIBN1'". . . I SIGNATURB: OWNER OR AGRNT SIGNATURE: CONTRACTOR STATK OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this , 19____ by STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this , 19_____ by who is personally known to me or who has produced as identification and who did/did not, take an oath. who is personally known to me or who bas produced as identification and who did/did not take an oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC ~r:- ;'~ --",", .'':''.~~~ ;~:-,~ - ~r;'-'-T?: -."'7.... ~-r~. "^,.:"":.7';~"'i-"rr;"',:; '-"':-:" :.;:- -;'~,' -,< ,,', 7':' T'-~,., <- HOIVIETOWN POOLS, INC. STANDARD RESIDENTIAL SWIMMING POOL CONTRACT NSPI, 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 .~'>Io't +. IV~Jy" "- // A..--r m<--- Ph. HOME MAILING ADDRESS lac.; I I C)A I< C-l e< 1 L-ij vi- '--; Ph. BUS. , ZIP -3 .~ cYO CITY, ST. ?,. l/ ,if t ' _ 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 <;/1 r"?J7" CITY ZIP LEGAL DESC. (~;; I (""...l-i~ (l r:.JC)OCJV 0 /;; () POOL SHAPE . t...... MAX WIDTH / 0- PERIMETER Ilf DEPTH:' 3 Ilf MAX LENGTH (9, 6- ft. to (~ ft. to Ilf WATER AREA (.1 C(.; slf ft. NSPI,TYPE --Jf'IIfF' 1. Excess Fill ex......, /-..1 -t:.K 12. Underwater Lighting ;:::;-l,,1t 23. Test Kit I 2. Filter System D~ 13. Deck .4<. Y I' /'- 24. Vacuum Head k~~.. I I 3. Pump & Motor .:5 r.t) ". ~ 14. Raised Deck - 25. Brush I 4. Method of Chlorination (~ 1.... - )(...<) 15. Deck Drainage G. D ",::,< 26. Start Up Chemicals 5. Surface Skimmer ~::-:; - I ~ 16. Retop y~4, 27. Spa -- 6. Backwash Disposal ye- '") 17. Ladder/Grabrails /;:)T [) 28. Heater -- BTU_Type_ 7. Piping & Inlets ~i),,;,:.. 'i A {).1. 18. St~pslHandrail ~0?<;- 29. Glass Blocks- 8. Main Drain I 19. Diving Board & Stand --~- 30. Electronic Equipment ;J,d(J V 9. Therapy Jets ;;l... 20. Cantilever/CopingfTile "./3v( I(l'( 31. Automatic Cleaner 7~ ~> 10. Tile (0 \( i_ COI~~~ # _ 21. Electrical Hook Up TV::-' GFI_ 32. Love Seat ...t'Ef' <,. Bench 1;': Interior Finish ~.X;~<;:,~l 22. Timer __ j,Ci " 33. Swimout <,'rr::::5, ,/ " " . ~~("t:-e'jJIr....'Jt.\ I' "/;) DC4"~//S'T'K,-,,-tv,....( <0tJ~// 7-10) -- fi'-f tp(:}f"l.~ 1< /0 /!Y;p#,Y 1(27' ....J - TERMS /' 6nless 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: Leaf Net .I Vac.Hose-=-- Adjustable PoleL- ~ k."C U.J -'::.~ ' ) CONTRACT PRICE $ (tV '1 c) 2, 2,(, ? - 1,#/0 Down payment 50% When rough shell is in place .11-"'. ~/o When plumbing is completed /J':;-!Wo When pool is ready for interior finish 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 this 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 contract by Contractor is to be communicated to the Purchaser by transmitting a copy of this contract to them showing acceptance by the sellers by the execution offl duly authorized officer of the Contractor or by commencing construction. ....--.~ :... I j/ / ,/ DATE t, ::-" PURCHASER. /,f-O;.~ ,.. //(-1,"L;f'~~----<- Date rlft. ,.; ) (;'0 SUBMITTED B~.. ~ \I'\... "-"^-._~ PURCHASER /:~ .( ~/ -(2..-;JC..;t. .< Au::: (17) <:. Date / I .1.- 0 ACCEPTED BY _~ Date OWNER-----.j Date If purchasers are husband and wife, both must sign. If owner is different from purchaser, owner must sign. 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 fill 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, windstonn, flood, inspections, material shortages, act of 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 specnically 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 1l'.1% per month on the unpaid balance will be added on all accounts not paid in accordance wnh terms. This charge amounts to 18% per annum. CHANGE ORDERS A surcharge of $50.00 will be made for each change, deletion or addition toll rom this contract or the drawings after acceptance by the Contractor. Such work changes shall be authorized by a written work order, signed by the Purchaser and the Contractor, at a mutually agreed price. Charges for 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 pennits from govemment authornies. (Fees charged for plan submission to zoning or variance boards, arcMectural committees, homeowner associations and such will be bome by the Purchaser.) The Purchaser and Contractor both agree to exercise diligence in obtaining all such pennits and approvals. In the event work on the pool cannot be commenced wnhin 45 days of 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 for 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 resu~ 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 perlonn this contract including but not limned to excavation, hauling, concrete mixing and pumping and delivery vehicles or equipment. Purchaser shall obtain written pennission 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 hannless and indemnify him for any loss, injury or damage resulting to adjacent property owner for any reason. The Purchaser shall be responsible for damage to 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 of fences, gates, ornamental walks and such as necessary for access of equipment to the pool site. Compliance wnh local fence laws shall be the responsibility of 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 of such work included in the contract n the Contractor is to repair such improvements. " 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 hannless 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 of 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 subsurlace conditions, n is mutually agreed that in the event the Contractor in excavating the pool shall encounter pipes, conduns, sewers, grease traps, cisterns, tanks, mass concrete, tree stumps, hardpan, or other obstructions not apparent from the surlace 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 condnions 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 profrt, 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 notification, the Purchaser shall authorize the extra work or instruct the Contractor not to proceed with construction. If the Purcheser 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 for repair or replacement of seawalls or deadmen, the Purchaser agrees to save the Contractor hannless 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 specnications are approximate and may vary to a tolerance of 5 percent. When measured surlace area of the pool Is less than stated in the contract, the Purchaser shall be entnled to a credit in the amount of $10.00 per square foot from the Contractor as compensation for 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 n the 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 for filling as required; and will further supply 110 volt 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. 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 agrees 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, specilications, 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 additional 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 of 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 the 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 at least $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 for persons under the Purchaser's direction or other persons at the job site 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 free 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 specilically spelled out in this contract. The Contractor will not substitute any accessories or equipment specilied 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 of 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 from 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 attomey 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 of this contract or altematively arising out of any claim made against the Contractor by the Purchaser, then, in such event, iI the Contractor is successful in the recovery of any such sums or does successfully avoid any of the relief sought by the Purchaser against the Contractor, the Purchaser agrees to pay reasonable attomey's fees and other costs of defense 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 refusal of either of them to perform this contract in whole or in part. Arbitration proceedings shall be in accordance with the Rules For Swimming Pools Arbitration adopted by the Tampa Bay Chapter of the NSPI, Arbitration Committee, and said rules are hereby incorporated by reference into the terms of 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 of the Swimming Pool Arbitration Rules of the NSPI may be obtained from the Contractor or any other member of the Tampa Bay Chapter of the NSPI or by writing the Chairperson of said Chapter's Arbitration Committee at the address set forth hereinafter. Arbitration proceedings under this agreement shall be commenced by either party sending a written request for arbitration to the Chairperson of the Tampa Bay Chapter of NSPI, Arbitration Committee, at P.O. Box 15062, Tampa, Florida 33684-5062, together with the appropriate filing 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 forth 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 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 without 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 of 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 function 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 footings, retaining walls, steps, platforms, curbs, etc. Marcite or marblelite when used as the WHITE INTERIOR FINISH shall be a mixture of wh~e 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 of off-white particles, and the subsequent 'white' finish will be subject to surface discoloration depending upon the amount of color in the aggregate used. LIMITATIONS No warranty extends to any part of the pool, equipment or appurtenances when failure or defect 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 of water left uncirculated in plumbing lines, filters, 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 of the equipment. Water from external sources or flooding which might damage the pump or motor. Cracking, checking, peeling, separation, erosion, pilling, discoloration and staining of the deck finish by use of impre>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 for 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-selling exceeds the acceptable limits set forth in 'Minimum Residential Pool Standards' as published by the National Spa and Pool Institute. Etching, pilling, cracking, peeling, separation, staining, discoloration, streaking, mollling or shading of the marcite finish which occurs AFTER THE POOL IS FILLED WITH WATER and chemical treatment begun, shall not be construed as defective 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 of this contract. I~'''''''~-''''~' t "., \ 'K-.... \, \" ' ............. '"'\. DATE: /' I " /.. ,1 \.{ Cid .""" ....-'-- /'--'-- RCHASER BY: f tcl-'1 r-". r ,I / c: ..;-;~~. .(,.<j --:;:1 _-~ i/ -'~ 77 .7' -" /,,- /........ _;' .A PURCHASER - - -' ----- -_.. " THE ARCHITECTURAL REVIEW COMMITrEE OF OAK CREST ESTATES, PHASE ONE HAS REVIEWED THE PLANS SUBMIITED BY !-Ior".ti: 76frJu'R.LLTOBECONSTRUCTEDON LOT4-0AKCRESTESTATES. V/fuu<!Z. WE, THE UNDERSIGNED, HAVE FOUND THE PLANS TO BE ACCEPTABLE. RESPECTFULL Y SUBMITTED, -~g~ KEN BURGESS ~~~/ - - J (/7rO 07-J..~-tr N'\i --k, i 0"-' . .;.. Id I I, II ._1 '.-- I 1-- -~l- i /;~~~r , ~' , I ,: I: : i , I ! ) [ I .-'--1 ....iI~. .-----;..- I . I I) ; cJ 1 ! /()J I ;; I . ,I .'~~ / I " 7" t'! 1 i .' , I .: ;.'..2., / () I rl I I / / I I /./ I . r./ / ! I ( I.. :' / '. , I / I .', / I / (~I;:' II' . I' (.:, /' I /........ / / //' ~~ ~i~\f "\ 1- ~/k ~ <dt '1-~ c'.. 'I T , I ,OO'OL L r. - . t N Ii / / I .',l / . 1- " ,,' i / . i ../ / ./'/ ~~ / ./ / / / --,.--.- ,_.--' _--_0 " \ , Q' G' O. "- PI/ ,\..'" / ,C ".' -J" r ...J';\' ?;L ~ C ./' ---- "It' " ..~ :r '<'.lI '9Jl. ' ;'Iv .,"\., , ,- / . i / /,/ ></ _ ___ ' /"v/' --~ // . " / / /' 0 /' .,. /' ////" ./ /,' ^'... /' i ,,/w/ ./'. r\/ -- -:,-// / - - - .. - .- - -. _.~I ...-- ..) '\ i ).-\.,.//' .....-/ / 2- 'i-=-: n_~j--,':-:"--' .-' i -..---- ...--,--iCP--- ~.-\"" '\~' f--i\>' ' // ,.- '.'<;:>:.\.'_,:;;t \ /' ... t ,:; ~'i3C: ,," . ~ :;.,_,V .J c;lJ:Hif:? . _J'~.J ": ~.~ I \,i Cj \J ....... ,\_.J. ~6'G? ...0 ....1 :,::... ~ oj __ -C ;:ot ~;.C ~ ~ ()~ ?::i ~ ~ ~ i ~ -l: E % :p '<. off#' CeJ1rr:J r''' ,~ \- "\. -c- ' .:r; .... ~:- ..c ); '-.l ,~ ~\ \~.) , \" J ..~ \~... ~._-i ~ I /0"" )..r7 " n ..2. 7'--- 00 ~ ... .e I BEAM TO IBEAM CONNECl1ON DETAILS I SPACING BnWEEN SCREWS CANNOT BE LESS THAN 2" GUSSET THICKNESS MUST BE GREA TER OR EQUAL TO WALL THICKNESS BEAMS SHOWN ARE SCALED AS A 2)(9 5MB OTHER BEAMS ARE SIMILAR BEAM TOTAL FASTENERS SIZE BOTH SIDES H a" "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 eo #10 SMS 16" 6" 0 0 ----l.. 0 0 -- ---- 40 eo f 0 SMS 20" 6" -- ---- 2x8 5MB 32 eo 12 SMS 20.. 6" 40 eo ~ 1 0 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 0 #10 0 0 2x7 5MB 28 eo 5MS 20" 5" 0 0 2x8 5MB 36 eo ~ 1 0 SMS 20.' 6" 28 eo 12 SMS 20" s" 2x9 5MB 40 eo ~10 SMS 20" 6" 32 eo 12 SMS 20" s" DETAIL @ BEAM TOTAL FASTENERS SIZE BOTH SIDES "a" "b" 2x4 5MB 16 eo #10 SMS 14" 4" 2x6 5MB 24 eo #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'. o DETAIL @ A 4"xI25" FLAT BAR MAY BE USED INS TEAD OF GUSSET PLA TES CALLED OUT WITH AN APPROPRIA T[ LENGTH TO ACCOMODA TE THE REQUIRED SCREWS BrBl 28 ~ ALUMINUM STRUCTURES .'JASTER PLAN ~H::. @ COPYRIGHT AL. INC. 1994 t "I PURL IN I BEAM TO BEAM CONNECTlON DETAILS I TYP. 5MB OR SNAP BEAM TYP. I j I ;! ~ TYP. 5MB OR SNAP BEAM .' :i :1 11 I. Ii ./ 'I I, Ii II 1 i r I i TYP. 5MB OR SNAP BEAM 1 1 2" x 2 1 8" x .062 RECEIVING CHANNEL wi (4) - '10 SMS INTO BEAM & (2) - '10 SMS INTO BOTH SIDES OF 2 x 3 P.B. ~ 2 x 3 - .050 P.B. TYP. 5MB OR SNAP BEAM ( PRIMARY BEAM ) ( SECONDARY ) 110 SMS INTO 110 SMS EACH SIDE PURUN BEAM PRIMARY BEAM OF PURUN BEAM 2 x 4 5 3 2 x 5 5 3 2 x 6 7 4 2 x 7 8 5 2 x 8 10 5 2 x 9 10 6 , SEE SCHEDULE FOR FASTENERS TYP. SUB PURUN - TYP. 5MB OR SNAP BEAM _ PBC ~ ALUMINUM STRUCTURES MASTER PUN EtUmW<<l t<<::. <0 COPYRIGHT AL, INC. 1994 29 COLUMN .../ liar IEAM \ L t NTE I HEIGHT 72' T t 1- lb -I MANSARD GABLE MAXIMUM COlUMN HEIGHT IN DECIMAL FEET SCREEN WALLS 13 PSF . SCREEN ROOF 7 PSF WIND LOADS UP TO 120 MPH (0) (F) (G) (H) (I) (J) (Kl (Ll (M) (N) SPACING 2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2xS 5MB 2x7 5MB 2x8 5MB 2x9 5MB 3'-0' 8.75 13.00 13.83 lS.00 lS.50 18.50 X X X X 4'-0' 8.87 11.87 12.50 14.50 14.33 18.87 X X X X 5'-0' 8.00 10.83 11.50 13.00 12.83 15.50 X X X X 8'-0' 7.33 8.83 10.83 11.83 11.87 14.50 19.33 X X X 7'-0' 8.83 9.17 10.17 11.00 10.83 13.87 17.83 19.87 X X 8'-0' 8.33 8.50 8.87 10.33 10.00 12.83 18.87 18.33 X X 8'-0' 8.00 8.00 9.17 9.87 9.50 12.00 15.87 17.33 X X INTERPOLATION OK I CHAIR RAIL CONNECTIONSl DETA IL CD 1/'" RE"CE'<1Ng CflAHNn. "'II.'r W/ 4 "0 SIllS / ~ I'ASTDtHo I 110 sa I lit - 011 _ SD:11ONS EXTERIOR @ CHA IR RI\lL 11 CONNECTION INTER IlJR @ CHAIR RI\lL 12 CONNECTION INTERIOR tT-;\ CHAIR RIHL ~ CllNNECTION ~ ALUMINUM STRUCTURES MASTER PLAN ENGIt-EERJNG, k @ COPYRIGHT AL, INC. 1994 31 34 C CARRIER BEAMS SCREEN ROOF - S ~REEN WALLS WIND 110 MPH DEFLECTION L/60 SPAN OF CARRIER BEAM (H) (J) (K) (L) (M) (N) L FEET 2X4 PB 2x4 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB 0 10 17.75 20.92 28.92 32.92 40.25 44.25 A 15 15.42 18.25 25,25 28.75 35.08 38.75 0 20 14.08 16.58 23.08 26.08 31.92 35.08 I 25 12.75 15.42 21 .42 24.25 29.58 32.58 N 30 11.58 14.58 19.92 21.92 27.92 30.42 G 35 10.75 13.75 18.25 20.25 26.08 27.92 40 9.92 12.92 16.92 18.75 24.25 25.92 0 45 9.42 12.08 15.92 17.58 22.92 24.42 I 50 8.92 11.42 15.08 16.58 21.58 22.92 S 55 8.42 10.92 14.25 15.58 20.58 21.75 T 60 8.08 10.42 13.58 14.92 19.58 20.75 A 65 7.75 9.92 12.92 14.25 18.75 19.75 N 70 7.42 9.42 12.42 13.58 17.92 19.08 C 75 7.25 9.08 11.92 13.08 17.25 18.25 E 80 6.92 8.75 11.42 12.58 16.75 17.58 85 6.75 8.42 11.08 12.08 16.08 16.92 INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE SPAN VALUES IN DECIMAL FEET I FOR A SOLID ROOF, USE A 3.00 MULTIPLIER EXAMPLE: SCREEN ROOF: TO DETERMINE THE CORRECT SIZE FOR THE CARRIER BEAM, ESTABLISH THE TOTAl LOADING DISTANCE (42') AND THE SPAN (13.50') AND THEN FIND (15.92) UNDER 2x6 5MB AS THE SIZE. SOLID ROOF: IF THE 14' DIMENSION IS A SOLID ROOF, MULTIPLY THE 14. BY 3.00 AND ADD IT TO 28. (14x3.0+28)=70.0. THIS IS THE NEW TOTAL LOADING DISTANCE. USING THE SAME SPAN (13.50') NOW FIND 13.58. UNDER THE 2x7 5MB COLUMN. _ CtO ''f ~~ ~ ~~ u (A) CARRIER BEAM (B) ROOF BEAM (C) SCREEN OR SOLID ROOF (FOR SOLID ROOF USE RATIOS) COLUMN SHALL BE THE SAME SIZE OR LARGER. OR COLUMN SHALL HAVE EQUAL OR GREATER AREA - (SEE ALUMINUM EXTRUSION 10 CHART) I I. 28' I 14. 42' ~ ~~~nJJRE$ 611MflEI!e fPf/..m ~ ENGI~ERlNG,INC. @ COPYRIGHT AL, INC. 1994 BEAM PURUN TO COLU~v1N CONNECTIONS TO COLUMN CONNECTIONS b) lib l\~ 2' 5MB ..- I U~E 4 "'0 5MS EACH : 0 I \ SIDE rOR@ @POST I",~ ~ ALL OTHERS SEE I ~ r AS TENeR SCHE DULE I BELO\l ~ 0 ;" I ~ ... "'0 " 0<\1 Q. :r u- 01>: ZO ... OVERLAP BEAM >< ~ . DETAIL CD I K 2 09. INTERNAL SC"E'-'EO \1/ 2 110 I 1/2 5MS I X 2 0 B. INTERNAL SCRE\lED \1/ 2 1:0 I 1/2 5MS ~~ ~ Q . ~ ~ ~ i ~ v> :> '" ruB M "0 t\J~ G 2- SUB .. 0 0 USE 0 0 r AS TENER SCHEDULE 0 TIMES 2 0 0 GUSSET PLATE -1 HIN THICKNESS EOUAL TO BEAH DETAIL @ .. C> Q . ... ..... ~> ~ i ~ "':>'" ...J . ""8 ,.., ><0 l'\J~ 2' Sl.IB I USE 4 1.0 5MS EACH : 0 SIDE rOR @ ~ POST I ALL OTHERS SEE I rASTEtJER SCHEDULE I BELO\l. ~ l 0 I CV[RLAP BEAlA DETAIL @ FASTENER SCHEDULE pos T SIZE fASTENERS REex,;R(D @@ 2 . J PB · "0 SlAS EACH SiDE <D 2 . 4 PB 6 "0 SIIS EACH SlOE <r> 2 . 4 SlAB e " 0 SlAS EACH SIDE @(i) 2 . 6 SUB 10 "0 SlAS EACH SIDE Q)@ 2 . 7 SUB 12 "0 SUS EACH SIDE <D 2 . e SUB 12 "0 SuS EACH SIDE @@ 2 . ~ SUB 14 "0 SlAS EACH SlOE ~ NOTCH POST lID I 1/2 SMS 24' ON CENTER - PURLlN NOTCHED TO REC. PURUN 1/lli" REC. CHANNEL 4 fl0 SlAS EACH SIDE DETAIL ~ COLUMN PER SCHEDULE ( AL TERNA TE CONNECTION" (2) '10 x ..- SMS ANGLED INTO PURUN ) NOTES, IX2 DB AND 2X2 PB CAN BE ROTATED IN ALL CONIJECTIONS DETAILS. EXAMPLE, USING DETAIL @ ....ITH THE TOP 2X2 AND IX2 POSITIONED UPRIGHT AS SHO""N IN CETAIL (]) IS OK. USE rASTENER SCHEDULE or GUSSET PLATE AS INDICATED. ~ ALUMINUM STRUCTURES MASTER PUN ENGIt-EER1NG,INC. @ COPYRIGHT AL. INC. 1994 39 CAGE ~' :/j ~ OCI IItACDlli a IlOMIIO II" P'IIlI. EICUIIuII: a \ttTHDl _ TlM -.. - ~ rc. a..an ..J ..J C :. C> l.J ~ ~ ~ V"Ll ~ sa: IlETAIl.S IEUJ\( ~ 1" . 2" 0.8. EX:. b2 NQL VlI W /. tUl S)IS \ P'JRtJN TYPICAL TOP STRAP BRACING T'I'P W"ll. BRACHG BRACI~JG DETAILS 1 IlOCI' L VAll JIfACIHG RtClUIRCl rtJl GAJl.LHlP.r1.A T sa: NOTES JEl.DV T /////~/////~ ~ " " " , , , ~ i " " " , , , I i lJ 1 , , , " " " , , , ... " ... T[I' l"TRAPS ~ V"'-L MAc:ING sa 1InAD.S IEUN ~ ..J ..J C :. Q l.J ~ ~ DETAIL 'F' , , , 'D' , i , ~ , I ... ~ ... ... :. " ... ... / " " " " ... ... ctlRC:C~U'fol STAlltLSs :nul Ct.IlE HlH lHlClO€:SS 3/32' eX!NQL W / :r till SMt VI I' 11I0 SMS /' 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 114" FASTENINGS OR TWO 5116" FASTENINGS WITH A 118" STRAP. EITHER WAll BRACING OR TOP STRAPS SHAll BE REQUIRED. ~ ALUMINUM STRUCTURES MASTER PLAN ENGItEERJNG, Ie. @ COPYRIGHT AL. INC. 1994 45 ----.--.-----......... [BEAM TO QUTrER DETAILS I ---- -...,......, --- 2" x .075 AlUII. ANGlE Q" (1) 0 EACH BEAll lOCATION (2)-110 SUS SEE GUTTER TO FASCIA OETAlS (4)-112 x 3/4" SUS INTO CUTTER (I" IIIN. SEPARATION) 2' SII8 SEE SPAN CHARTS (4)-112 x 3/4" SUS EACH SlOE 18 SlIS TlfRU CHANNU INTO BEAll ~S' STRUCTURAL GUTT[R 2 1/8" x 1 1/2" REC. CHANNEL .062 2" SUB SEE SPAN CHARTS 2 x 2 x .093 ANGlE SEE CUTTER TO FASCIA OETAlI.S (2)-Il0 SIoIS (4)-110 SIoIS INTO BEAll ( EACH SlOE) (2)-1'2 x 3/4" SUS INTO GUTTER (1" lIIN. SEPARATION) 18 SIlS TlfRU CHANNU INTO BEAll ~. 2 1/8" x " REC. CHANNU .062 ---- -...,......, ---- ~ 2' SUB SEE SPAN CHARTS ..., 2 x 2 INT[RNAil. Y FASTENED TO BEAM lIIT1f (2)-Il0 x , 1/2" SIoIS SEE GUTTER TO FASOA DETAILS (4)-I'2 3/4 SIoIS EACH SlOE (4)-112 x 3/4 5IIS INTO CUTTER (1' UIN. SEPARATION) 2 1/8" x 1 1/2" REC. CHANNU .062 4's' ---- -- ---- /' 2" SlIIl SEE SPAN CHARTS -..., DOOR JAMB INT[RNAll Y F AST[NED TO BfAIoI WlTIf (2)-Il0 x 1 1/2' SIoIS SEE GUTT[R TO F ASOA on All S (4)-112 x 3/4 SUS EACH SlOE (4)-112 x 3/4 SIIS INTO GUTTER (I" 1oI1N. SEPARATION) 2 1/8" x 1 1/2" REC. CHANNU .062 4'5' NOT[; Al ENGINEERING, INC. DOES NOT WARRANT[E, EITHER EXPRESSlY OR IIIPUED, TlfE STRUCTURAl INT[GRITY or TlfE EXISTING SlRUC~. ~ ALUMINUM fTRUCTURES MASTER PUN ENcJIf:BIIb NC. @ COPYRIGHT AL. INC. 1994' 49. i; , , ; i \.j I I GUTTER TO FASC~A DETA~LS I 2 10 . ..r SCREWS 0 EA. CLIP@) 2" . .075 ALUM ANGLE CLIP 0 EA. BEAM@) ../ /"" (REF. BEAM TO GUTTER DETAILS) -.- , 4" STRUCTURAL GUnER :5 ff . 8" LAG THRU SPACER FERRULE . EA. B~ ( FERRULE SHALL BE RIGID AlUM. OR PVC PIPE ) ~ f3\fASTEN GUnER W 10. 2" \::V 0 12" O.C. - STAGGERED 2" ./ /"" /"" (REF. BEAM TO GUTIER DETAILS) f2\CONTINUOUS ANGLE, 1 . 2 0 B, OR WOOD WEDGE \6ITO PLUMB GUnER WHEN REQUIRED /"" REF. SIMILAR DETAIL ABOVE FOR TYPICAL NOTES. STRUCTURAL GUnER /"" /"" REF. SIMILAR DETAIL ABOVE FOR TYPICAL NOTES. (REF. BEAM TO GUnER DETAILS) ~ MAY BE REVERSED USING SAME FASTENER PAnERNS 2. X - DENOTES OROER OF INSTALLATION PROCEOURES J. ENGINEERING, INC. DOES NOT WARRANTEE, EITHER .EXPRESSLY OR I"'PLIED, THE STRUCTURAl. INTEGRITY Of THE EXISTING STRUCTURE. " 5" STRUCTURAL GUnER SGF ALUMINUM STRUCTURES MASTER PLAN Ie. @ COPYRIGHT AI.. INC. 1994 - . .. MAXIMUM ROOF BEAM SPANS .- , IN DECIMAL FEET - . SCREEN ROOF I SCREEN WALLS EXAMPLE: ! WIND 110 MPH DEFLECTION Ll60 POOL ENCLOSURE , . <----1 COLUMN USED 1---> 8 'WALL . ROOF (F) (G) (H) (I) (J) (K) (l) (M) (N) I BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 . USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB i I .. l 4' .o. 18.42 19,08 19,25 19.25 19.25 19.25 19.25 19.25 19.25 (H) 5'.0. 17,08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17.75 . , 2x4 6'-()" 16.08 16.58 16.75 16.58 16.75 16.75 16.75 16.75 16.75 I PB 7'.o' 15.25 15.58 15.75 15.75 15.75 15.75 15.75 15.75 15.75 , 8' .o' 14.58 14.92 15.08 15.08 15.08 15.08 15.08 15.08 15.08 . 9'-()" 13.92 14.42 14.42 14.42 14.42 14.42 14.42 14.42 14.42 4'-()" 21.08 21.75 21.92 21. 75 23.42 23.42 23.42 23.42 23.42 . (J) 5'-()" 20.08 20.08 20.25 20.08 21.58 21.58 21.58 21.58 21.58 . 2x4 6'-()" 18.42 18.75 18.92 18.92 20.25 20.25 20.25 20.25 20.25 5MB 7'-()" 17.42 17.92 17.92 17.92 19.08 19.08 19.08 19.08 19.08 i ~ 8' .o' 16.75 17.08 17.08 17.08 18.25 18.25 18.25 18.25 18.25 .. II I 9' .o. 16.08 16.42 16.42 16.42 17.42 17.42 17.42 17.42 17.42 I: ,. I: 'I 4'.0. 28.08 28.58 28.75 28.58 29.92 31.92 31.92 31.92 31.92 : Ii (K) 5'-0. 26.08 26.42 26.58 26.58 27.58 29.25 29.25 29.25 29.25 ,i 2X6 6' .o. 24.58 24.92 24.92 24.92 25.92 27.42 27.42 27.42 27.42 5MB 7'-0' 23.25 23.58 23.75 23.58 24.42 25.92 25.92 25.92 25.92 8'.0' 22.25 22.58 22.58 22.58 23.42 24.58 24.58 24.58 24.58 , 9' .o' 21.42 21.58 21.75 21.75 22.42 23.58 23.58 23.58 23.58 . . 4' .o' 31.58 32.08 32.08 32.08 33.08 34.92 35.92 35.92 35.92 II . (L) 5' .o. 29.42 29.58 29.75 29.75 30.58 32.25 33.08 33.08 33.08 2x7 6' .o' 27.58 27.92 27.92 27.92 28.75', 30.08' 30.92 ' 30.92 30.92 , i I 5MB 7' .o' 26.25 26.42 26.58 26.58 27~5 28.42 29.25 29.25 29.25 . I! ' 8' .o' 25.08 25.25 25.42 25.42 26.08 27.08 27.75 27.75 27.75 i I 9' .o. 23.92 24.25 24.25 24.25 24.92 26.08 26.58 26.58 26.58 . I , I: , , . 4'.o' 38.25 38.58 38.58 38.58 39.42 40.92 41.75 44.25 44.25 . " I (M) 5' .o' 35.42 35.75 35.75 35.75 36.58 37.75 38.58 40.75 40.75 Ii i I I ,i I 2x8 6'.o' 33.42 33.58 33.75 33.58 34.25 35.42 36.08 37.92 37.92 5MB 7' .0' 31.75 31.92 31.92 31.92 32.58 33.58 34.08 35.92 35.92 . ,. I' 8'-()" 30.25 30.58 I. " 30.58 30.58 31.08 32.08 32.58 34.08 34.08 ~. I Ii I::! 9' .o. 29.08 29.25 29.42 29,42 29.92 30.75 31.25 32.75 32.75 . i ;! ; " I 4'.o' 41.92 42.25 : 42.25 42.25 43.08 44.42 45.08 47.42 48.42 . " (N) 5'-()" 38.92 39.08 39.25 39.08 39.92 41.08 41.75 43.58 44.58 I 2x9 6'-()" 36.58 36.75 36.92 36.75 37.42 38.42 39.08 40.75 41.58 , 5MB 7' .0. 34.92 34.92 34.92 34.92 35.58 36.42 . 36.92 38.58 39.25 . 8'.0- 33.25 33.42 33.42 33.42 33.92 34.75 35.25 36.75 37.42 f " 9'-0' 31.92 32.08 32.08 32.08 32.58 I'l.. 33.42 33.92 35.08 35.75 . i INTERPOLATION BETWEEN VALUES IS PERMISSIBLE ~ , . . I . " I , 52 ~ ALUMINUM STRUCTU~ES MASTER PLAN . 1. ENGItEERlNG, K. @ COPy#tlGHT AL, [HC. 1994 .. 1 , , . , - .1 I ALUMINUM EXTRUS~ONS ID CHART I e I ,. I . ;/ FLGE t~ II I MARK DESCRIPTION WT 1FT AREA WALL t ALLOY STRUCTURAL ITEMS DESCRIBED ; I (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 - =II C 3x2 PATIO BEAM 0.681 0.579 0.050 0.050 6063- T5 D 2x2 P A no BEAM 0.518 0.441 0.044 0.044 6063- T5 I I SI E 2x2 SNAP BEAM 0.542 0.461 0.041 0.041 6063- T5 1:1 F 2x3 P A no BEAM 0.681 0.579 0.050 0.050 6063- T5 . , IG 2x3 SNAP BEAM 0.680 0.578 0.045 0.045 6063- T5 I 0.050 0.050 6063- T5 , H 2x4 PATIO BEAM 0.799 0.679 r 0.786 0.668 0.045 0.045 6063- T5 . I' 2x4 SNAP BEAM a J 2x4 5MB 1.008 0.857 0.044 0.135 6063- T6 . , t; KJ 2x6 5MB 1.342 1.141 0.054 0.135 6063- T6 . 'r - ~. L 2x 7 5MB 1.515 1.288 0.057 0.135 6063- T6 =- Ml 2x8 5MB 2.147 1.826 0.072 0.224 6063- T6 t 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 :::;a P 3x3 SCALLOPED TUBE 0.596 0.507 .045-.078 .045-.078 6063- T6 Ql 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 " III AB 2x2x.093 ANGLE 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.11 0 ANGLE 0.323 0.275 0.070 0.070 6063- T6 ;a RECEIVING CHANNELS DESCRIBED ;J (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.ll 0 0.834 0.710 0.110 0.110 6063- T6 lID SUPER GUTTERS DESCRIBED = (GA) 4"x4" EXTRUDED 1270 1.080 0.070 0.070 6063- T6 (GB) 4 x5>r EXTRUDED 1. 358 1.155 0.075 0.075 6063- T6 :; I I I ! , - ., AnD :; r ~ ALUMINUM STRUCTURES MASTER PLAN '~.I/ i' .... ., 11111111111111I111111111111111111111111111111111111111111111 2000092545 Rcpl: 429750 Rec: 6.00 OS: 0. 0'~ IT : 0 . 00. 07/25/00 Dpty Clerk' JED PITTMRN", PRSCO COUNTY CLERK 07 /25/00 0~ : llrm 1 of 1 OR BK 440~ PG 1650 NOTICE OF COMMENCEMENT State of -/ ') .,.:- 1-0/2 I d n- . County of ~~ SL c> THB tmDERSIGNED hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713 i. Florida Statutes, the following information'is provided in this Notice of Conunenccmcnt: 1. Description of Property: Parcel No. (/)). .::t(;, ~ I 0'02 ~o OOoCi'o OIJ.o (Legal description of the property and street address if )cx.j , J"c/ H '1 available) S)cr(' -r.~ /v 2 . General Description of Improvement R O\vncr Information: Name 5/To r ~ V\/ONNC- l~ddress (,Cj/( O/4K CYl~" rlu(.~City 7.... I../.\\ll \ Interest. in Property: iJ A <-t /Y7 e.. State FJ.- 5 j')~b I Name of Fee Simple Titleholder: (If other th~n owner) Address City State 4. t/?;d3 XL- City :2- {-Ill! f State t:''- 3 3)'-/1 /. J ,..----. Contractor: Name H0'11r'. J&-vt--.J "- Address ?''}():J? (h( C.: 7-1' 5. Surety: Name Address City State Amount of Bond: Address \ City 6 . Lender: Name State 7. Persons within the State of Florida designated by Owner upon whom notices or ather documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: Address Name 8. Owner desi ates of to receive a co of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Exp.lrl1t..ion dat.e or NotIce or Commencement. (the expIratIon date is 1 year fr0m the date of recordir.g unless a different date is specified.r ~.J2~2 25th day of JULY , Signature of owner:~ ~( .$ DA Sworn to and subscribed before me this xii 2000 ~ Personally ap IID500-791-4 Notary Public: a me and Yvonne Daume who produced Florida Drivers license -967-41-949- cation. CONNIE AMAN CallI EIlp Sept 17, 2DDO CollI' CC 585-.t ~ rtI1;>UI'l~' 1t~1Y~ PRODUCED 1.0. t.- My Commi.ssion Expires: PC93053048 :f.: ----7 1. POOL SHAn G.~ ~/~ 2.. sue It.; x ~C&:1 y 2. 'TILE C~ X ~ 4. DEO(~ ~<:'1rdic L JIW$(D OECX - l.D<<:rni .. P\.W TYPE ST A- (2 d-:e ~ I 1. m 1U rtl"f 0 ~ ~ FT. f- --- I. IWlS P 10 .,llIOUT I...f~ ~ - .. tJHOaWA~ UGHT Pib~-1.. YOlll - .A.II~ \Q. UGKT SWlTOt AT: 1,. DIVlXG lOAM) 12. SXlHWe~ 11 lit LET FrrTlHGS 14. IilA1H 0 PWH 11. lliVtAN JEl$ ye.) ,.. IUOE 17. PLOAl1HGSWU1. y~~ 11. cm.ofttHAl'Oft "-(C.> 'I. T1MiJI y~S =a1. IWtaTt ''j.. Po 9 G" P '21. ltlCTKJCIY ~,,; n. EHCl CStt) ~A 21 LOVt SlAT '1--e'? X. TfsTm \' 25. UHOEJrWATEJt V J.C '- X. nJUUT NO. 'D. CAHO"t LD. NO. 21 OlliE A sea -e.-.:.10 21. f?~-<. f G ~(l.t; 30.. 11. n "EF. NO. oums a TO <- TIUI COla" ~ C b tt(]QHf 'J( $) 9--~ nD 'J-G \~ :rtPE It.\ 5-/~ Lf ,4 o::C- , ~1 A!Y ()0 HO. OF JEn ~ I12f 'mE \.{ <-~v TYPE c.. 1-.. I 0 d t" \() "'~.~ '- ~ \\~ C\ r:t:: , 1 l ~ \ I I ~f- i i \: 1 -- :0 ( ( -c,. ~ ~ <\ UJ. ~ Ill! .~ 4 ., PQU VN; MOSC -- ll) t 19~ HOMETOWN POOL, INC. PHONE 813-782.7$77 37008 PRICE DRIVE ZEPHYRHIllS, Fl 33541 KUC. s>,() .J. YV".}/ltJ t.J~ jQ. ~"'''' ~. .: ." . . . -;.- ~ . :?:- ..... ;.4".:.....~~. r INSTITUTE T PLAN A,K-fl. G 9 If \ . c:rTT" 2..... L+ t \ f, o /(j 1<' C. (~~ S t- ..;... 3 ~ 5""' yo ~l1r -.'0..0:- I6\" ax. CllST~ UQUTVU .. ...,. IT.' MTI- ac.1Y , ~ __.J...: "....-- ". --~. , ) I' .f rr,. .. .rs u..:u.r.P #A a &AA.3,u."l , . ,flr~..'L/I rrr.~ {~;IJ"'~':, ( AlJ"f.lC IJt:J.U 4A A.'k' U (an:fJ....~~ ........ 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