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HomeMy WebLinkAbout331 Appaloosa Ct; 18-3928; POOL ENCLOSURESEP 17 2018 Building & Fire Prevention Division PERMIT APPLICATION Application No: o Documented Construction Value: $ t-1 -. E. 9(a Job Address: 331 AvmIcosa l- Historic District: Yes NoIr Parcel ID: " U -3 b ()o < < d Residential[] Commercial[] Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: .ncn pzc J .-jI" Plan Review Contact Person: 'y Y cw, k Title: Phonektmgo -a`s a Fax: Email: Name Street: a J mtbc) SO City, State Zip: Property Owner Information Phone: Resident of property? : QIe-S Contractor Information Name All Seasons Screen Enclosures, Inc / ROBERT GARVEY Phone: 407-703-2500 Street: 650 HICKMAN CIRCLE City, State Zip: Name: Street: City, SI SANFORD FL 32771 Bonding Company: Address: Fax: 407-703-2501 State License No.: SCC131151598 Arch itect/Enoinee r Information Phone: T3 - Sa-207iS Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. R Mt(!(+ LIZABETH REIS Notaly Public - State of Florida Commission # FF 977536 My Comm. Expires Mar 31, 2020 Date Date Owner/NgentTs rs n K own to Me or Produced ID — )C Type of ID Permits Required Construction Type: Total Sq Ft of Bldg: r I[] [I wuu auvu me LaINau- A Si nature of Notary -State of Florida Dat trA P TINAM. DOWNEY 4. MY COMMISSION # FF 218930 o`- EXPIRES: April 9, 2019 Bonded Thru Notary PuW Underwriters Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Building Electrical Mechanical Plumbing Gas[] Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: % 112,o-16 UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SC Q 15,1% COMMENTS: O/C n nr// oov/ e ic(oSu.e t s.+•+M a r Revised: January 1, 2018 Permit Application RIEQUM EIID ffNSP EcCTION SEQUENCE Min 1 Max 13]P# Footer / Setback Stemwall Foundation / Form Board. Survey 91"A f Mnrin .R`.Tali hrim"n"r Lintel / Tie Beam / FiII / Down Cell Sheathing! WaM- Sheathing , Roof Roof Dry In Frame - Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof. ;i Final Stucco / ,Siding Insulation Final Final Utility; Building - Final Door j Final Window. Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single iFamily,: Residence :-; Final. Building Other Af lanpee 1 Y1[nn Max Ins e C Il®n IDesen• 2,fl®n Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final diiS:'l^ 1.F8! 44f7,s 7lLY}J± L' llS iG ci a.Y Mk M X. Inspection ][Descrl2fion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final N9[un Max: Inspection IIDescriR tton Mechanical Rough Mechanical. Final Mnnn I max Gas Underground Gas Rough Gas Final R EVIfS1EIlD: June 2014 Gtant-Maltiyy Clerk Of The Circuit Court 6 Comptroller Seminole County, FL Ins:#20180$9424 Book:9184 Page:1250; (1 PAGES) RCD: 8t7l2018 12i55:32 PM REC FEE $10.00 CEAI1010°C60 t;Rt1Ni` AI:'bY iftE C)FTfit•CiRCOIT`itbURi ANDCOmpinoftm SENiIYC?#, Cgi1 i7Y, i:lU6+U a '€. , NOTICE OF COMMENCEMENT A U U ` # ` FS 713:13 THrs DOCUMENT MUST ae COMPLETED WHEN CONSTRUCTfON VALUE EXCEEDS $2500.00 This Instrument Prepared by: ALL SEASONS POOL SERVICE INC 188 13 AIRPORT BLVD SANFORD FL 32773 PERMIT O: STATE: _. t ana,errevc ap rvss it oveunoro 3 t 2. 'General dadcdptton oT'Improvomont(4) 3. Owner Information _ TAX FOLIO tly.'0 O+0 -v S- Z b o o i l 0 o CITY OP. ^i" • I L""-' _ pr'operty. ono In accordance with chapter 713• florlda Ph 4 p/b bas q7-4,? Phone - a. Interest in property: FEE SIMPLE b. Name and address *Ito* simple titleholder (if other than owner) Phone: 4. Contractor. memo: ALL SEASONS POOL SERVICE INC ALL SEASONS POOL SCREEN ENCLOSURES INC Address: 185 E AIRPORT BLVD 660 HICKMAN CIRCLE SANFORD FL 32773 SANFORD Fl- 32771 Phone Number: 407-871-2020 407-703-2600 Fax Number: 407-321-6404 407-703-2601 S. Surety: Name and address: Phone: Fax: 6. Lander: Name and address: Phone: Fax: 7. Pomona within trio State of:Florida designated. by Owner upon whom notices or other documents may be served as provided by Section 713.13 (l)le) 7, Fimida Statutes: 8. In addition to himself, Owner designates the following parochial to receive a copy of the Llanor's Notice as provided in Section 713/13 (1) b), Florida Statutes: ( Name, Address. Phone number and fax number) 8. Expiration dale of notice of commencement (the expiration date to 1 year from the date of recording unless a different date to specified) as-a.o WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1. SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST_BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. purw H Gunn 82626, Fields Blaklsa. UMx POMiaw of parUry. t sedan stet l roue faaeale IoreotrW end trial taco ti a ma Wa to eu t>.ir of my krwwiaaaa ana oau.t. Si rlalure "•Doftor) N010:}.pt-.perSaGion 713.13)1)0y FlOrtda; SIa u a, E. (PrfnP:Ownofs Nonw) WeWr09Ld rptaryri}ry (,uuairw alike' <imtrwlwrn yanrnr - - --- - - ---- - Stgnpluro of Owner) Natas,por.eoct n t3.), _ F a a u a State of Fiorlda, ( Thefo rtp' Inatrument produced of % Z X .1A 201—U—, by Who Is personalty known to me or who has take an. oath did not take an oath. Megan Elizabeth Reis ozoa ,to i3lp aopd ma0 Apr s 'b L,^ :.0 0 MEGAN CLIZAOETH REIS r 9691L83i #.a ulutag Notary Public - State of Florida, sOpati to 0)9) IIW Ars)ory yT n Commission k FF 977538 Job # tl 913, Hl11l.N ._ ri • ' , a My Cnmm FxpVes Mat 31,206 POWER OF ATTORNEY Date: ' T 1-hereby name and. appoint, of igm!S SCeevt o be my lawful attorney -in -fact to act for me, and apply to the ih or a GCCO e.() permit for work to be performed at a location described as: Parcel ID M Section & kvs TowwnshRange Subdivision Block Lot Subdivision Name: cfc&S in Q Owner of Property: Project Address k14©Q M City: n Zip Code: and to sign my name and do all things necessary to this appointment. SCCI311515ga Contractor' s License Number) The foregoing instrument was ackndged before me this M day of n 1 f of 2C , by who is personally known to me or who produced as identification and who did not take an oath. Seal Notary Public (Print name) F r NA M. oowNEv Ml' COA4MISSION # FF 21893Q 1 C N_• Q -.F; = EXPIPES:April 9, 2Q19 Notary Public (Signature) 5onded Th u Notzry PuGlic Underwrite s Rev 03/1.3/13 STATE LICENSE: ALL SEASONS POOLS HomeOwner CPC 023576 185 E. AIRPORT BLVD. Office: 407-871-2020 SANFORD, FLORIDA32773 Fax:407-321-5404 www.allseasonspools.com lES: Agreement be'twee ALL SEASDNSPOOLS, hereinafteccalled the contractor, and Jtlt3 4 tls 4r.! QAIL hereinafter called the owner. ' t 2. AGREEMENT:The contractor agrees to build one residential swimming pool 'for the owner on the premises described as follows: Address: jl AtSMF,$, t Legal: 3. PRICE ANDTERMS PER PHASE: q The contract price is: Payable as followsi Deposit to secure agreement: 1). :!1 5 10% Upon signing :ofthis instrument as a deposit on total contract price. 2) 30% Upon completion of dig and steel. 3) 30% Upon completion of concrete shell. 4) 25% Upon installation oftile and perimeter plumbing installation, after footers andorrough deck is poured orpavers installed:. 5) 13'a_::. 5% Upon installation of safety barrier. PRICE AND TERMS FOR SPECIALTY ITEMS: INCLUDED IN ABOVE CONTRACT PRICE: 6}. Solar installation. 7) Screen installation. 8)' Summer Kitchen instal tion Customers will be billed in writing for progress payments as each pool phase is completed. Progress payments are payments for a completed pool phase. Progress payments are due upon receipt, and the next phase of the pool will not proceed until the progress, payment is paid. Payments will be declared late after 10 days from the invoiced date and they shall bear interest at the rate of 18 per annum until paid. Any additional work or extras will be through) a change order or addendum and will be due at time of signing change order or addendum. The contractor shall not be obligated to commence construction of this pool until three days after the signing of this contract by the Owner. Since this contract may be construed as a Home Solicitation Sale. Purchaser is hereby notified of this right to cancel under the Home Solicitation Sales Act The contract price is for all materials, equipment, and labor required for the construction of the swimming pool graphically described in the plot plan signed by the owner and generally described in the specifications below. Furthermore, if owner finances pool with Contractor, this agreement is subject to the Home Improvement Installment Contract and Mortgage executed by owner(s). 4. CONSTRUCTION SPECIFICATIONS: Contractor will install a swimming pool and appurtenant structures and equipment in accordance with the plot plan and these construction specifications. Contractor reserves the right to substitute like or similar material, equipment or fixtures. The plot plan is intended to be a representation of the pool to be built and not intended to represent an "asbuilt"drawing because pool location, elevation of pool, location of decking and enclosures are subject to change due to set back requirements, location of existing improvements, soil conditions and other conditions beyond the control of the contractor. All measurements In this contract and on the plot plan are approximate and the pool dimensions contained in the contract may vary from the"as built" measurements. Deviations up to three (3) inches are acceptable. Therefore, the parties agree that it is Impossible to ascertain actual damages in the event of deviation from specified pool dimensions. The parties agree to adjust the contract price of an mount calculated by multiplying the percentage reduction of surface area times one-half (1/2) of the total contract price for diminished water surface area, and $5.00 for each vertical inch of depth deficiency measured only at the main drain and the shallowest portion of the pool as liquidated damages to owner resulting from said variations, if,any. Depth is measured from the floor of the pool to the top of the waterline tile. Any additional soil needed for decking or normal grading in excess of what is dug from the pool, is at home owner's expense. If a.diving board or slide is installed, there is no liability assumed for injuries as aconsequence of use or misuse of the diving board or slide. If a diving board or slide is installed later, there is no liability to the pool contractor and it shall cancel all warranties. Material and equipment to be furnished or installed and work to be done: Elevation of pool, deck slab and slope of deck slab are to be determin; by the contractor unless otherwise sp ed in additional: provisions below. Pool Shape: '=;.(zQ'y t' Pool Cleaner. .. N Spa Shape: Haul Dirt:: Pool Size: Q Y 2-(?_!e Pool Returns: Spa Depth: Drop Dirt.,,'j_t'1'p--... PoolDepth:- .,__. Pool HandRailj`9. Spa Size: Shuttle Dirt:4 JO Interior Type: t£.. InFloorCleaner: ...... t rQ. Spa Jets: Spread Dirt:. Pool Tile Type: Leaf Canister. Spa Heater: Q Small Equipment'. 7: Step Tile Types 2: Leaf Catcher Drain: la Spa Light: _ _ _ Tree Removal: No Filter Type:- '1Q e - Pool DeckType: Spa Return: - - Stump Removal Pool Light:Pool Coping Type: ^ Spa Grab Rail `.1',,1..1,A __ Plant Removal: Pool Heater. _ Pool Deck Footer: ` Safety Fence: l Cut & Cap Sprinklers: . Pool Controls: Lanai Decking Type:.. _., %QV&TtrAb Pool Alarms tSrt7 _ Reroute Sprinklers;, Chlorinator Type: Screen or Fence: Elite Roof p,}O Sod Replacement: Pump Size:Tc Code Screen or Fence Height: VQ3 Fan Beams r.'Ai i'r.::_...__. Landscape Work Pool&Spa Drains:. To coda Screen Roof Type: -ions Remove Screen .. _-}{Q}'ti3OiJAiRemote Fence:. Cleaning_ Equipment: complete Start Up Kit Yard Fence Type: Replace Fence: Other Provisions; Homeowneris resnipjg forcappino sprinklers repairing sprinklers repacement of sod fence removal and fenceteolacementi S. BUYERS RIGHT TO CANCEL: This Is a Home Solicitation Sale. If you do not want thegoods' or service.contracted for, you may cancel this agreement by mailing a notice to seller. This notice must indicate that you do not want the goods and services and must be postmarked bymidnight: the third day after you signed this agreement If you cancel this: agreement; the seller maykeep all or part of the cash down payment not to exceed the lesser often percent of the cash price or $50.D0. 6. OFFER AND AGREEMENT: This contract shall be deemed an.offer to ALL SEASONS POOLS and shall be null and void unless accepted by a duty authorized officer of the Contractor within ten days. of the date and year noted above the Owner's signatures. The salesman has no authority to bind the Contractor. All agreements and understandings are contained in this contract, and the Owner warrants that there are no agreements or understandings other than are set forth in this document. Acceptance of the terms of this contract by Contractor is to be communicated to the Owner by transmitting a copy.ofthis contract to them showing acceptance by the sellers by the execution of a duly authorized officer of the Contractor Orby. commencing construction. NOTICE TO PURCHASER DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ IT OR IF IT CONTAINS ANY BLANK SPACES Design Consultant: e : Owner's Nam Owner Signature:'d` y---= Street Addressto"l SSG ti Co -Owner Signature: City, State, Zip Code l Email: Contract Date:- Y_ t \ - All Seasons Pools Authorized Officer: NOTICE: SEE REVERSE SIDE FOR MORE IMPORTANT WARRANTIES AND CONCLUSION OF CONTRACT I A!' , corny Parcel Information Property Record Card Parcel: 18-20-31-506-0000-1100 Property Address: 331 APPALOOSA CT SANFORD, FL 32773 Parcel 18-20-31-506-0000-1100 Owner(s) RAKY, MINA D Property Address 331 APPALOOSA CT SANFORD, FL 32773 Mailing 331 APPALOOSA CT SANFORD, FL 32773- Subdivision Name BAKERS CROSSING PHASE 2 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2017) Legal Description LOT 110 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 Taxes Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 167,962 158,322 Depreciated EXFT Value 4,200 4,350 Land Value (Market) $37,000 34,000 Land Value Ag Just/Market Value 196,672 Portability Adj 18 677 Save Our Homes Adj 27,429 Amendment 1 Adj 0 P&G Adj--------- --- 0---------$0 Assessed Value 181,733 177,995 i Tax Amount without SOH: $2,957.00 2017 Tax Bill Amount $2,601.00 Tax Estimator Save Our Homes Savings: $356.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $181,733 $50,000 $131,733 Schools _ ,. _$181 733 ':... _ _-_$25 000 $156 733 City Sanford $181,733 $50,000 r.._ _. ._ ._..._. s $131,733 SJWM(Saint Johns Water Management) ; $181,733 $50,000 . $131,733 County Bonds- ------------_-_.-__ ------------'--------__--------------------------------------------_--_.__. 181,733 $50,000 $131,733 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 9/1/2016 08778 1929 210,000 Yes i Improved 1QUITCLAIMDEED3/1/2014 08222 0784 ; 100 ! No Improved WARRANTY DEED 9/1/2013 08131 1734 ; 175,000 No Improved WARRANTY DEED 8/1/2004 05427 0249 200,900 Yes Improved WARRANTY DEED 11/1/2003 05103 r 0539 811,000 No - t Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price land Value LOT I1 j $37,000.00 $37,000 Building Information Year Built Description Actual/Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Rep[ Value Appendages I SINGLE 2004 FAMILY Permits 10 4 3.0 1,361 2,778 2,321 CBISTUCCO $167,962 $176,338 FINISH Description Area GARAGE 424.00FINISHED OPEN PORCH 33.00 FINISHED i UPPER STORY 960.00 FINISHED Description Value New Cost SCREEN PATIO 3 111/2016 4,200 $4,500 Permit # Description Agency Amount CO Date Permit Date 02905 SCREEN ENCLOSUREfWALLS SANFORD 9,150 10/31/2016 01539 NEW -RESIDENTIAL SANFORD 101,208 7/30/2004 4/6/2004 vermn data does not originate from me Seminole county Property Appraiser's o1fice. For details or questions concerning a permit please contact the building department of the tax district In which tire property Is located. Extra Features Built BOUNDARY SURVEY LEGAL DESCRIPTION: LOT 110, BAKERS CROSSING PHASE 2 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 62, PAGE 97-99, INCLUSIVE, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: MINA D. RAKY; FIRST AMERICAN TITLE INSURANCE COMPANY; FREEDOM MORTGAGE CORPORATION Appaloosa Court, 2' Miami Asphalt Road)/ Platted Private Right -of -Way) PRC located on Lot 111 Fnd. W Rebar C37NoIdentification) \ Fnd. '/2" Reber No Identification) C37 R=50.00'(P) L=14.91'(P) A=17°05'12"(P) Chord Bearing= S 65'1411" E 14.86,(P) 0- N 64°58'51" E 15.00'(M) tz r1o (3) U, tlI1 TTVJ a r Lot 111 M W LU 0 C) c 0 0 Z p 0o a O 0 c 0 0 z Z Y m m 0.4' Fnd.''/" Reber No Identification) W E4'. Field Date: 9/14/2016 Date Completed:9/15/2016 Drawn By: S.P. File Number:IS-31316 Legend- C Calculated PC Point of Curvature S. Centedine Pg. - Page Concrete Block PI • Point of Intersection CM Concrete Monument P.O.B. - Point of Beginning Conc. Concrete P.O.L. - Point on Line D Description PP - Power Pale DC Drainage Casement PRM - Permanent Ralwanee Esml. Easement Monument F.E.M.A. - Federal Emergent; PT - Point of Tangency Management Agency R - Radius FFE Finished Floor Elevation Red. - Redlal Fnd. Found R&C - Rebar & Cap IP Iron Pipe Rea - Recovered L Length (Arc) Rid. - Roofed M Measured Set - Set 'h" Reber & N&D Nail & Disk Reber Cap "LB 7623" N.R. Non -Radial Typ. -Typical ORB Official Records Book UE - Utility Easement P Plat WM - Water Meter P.B. Plat Book 4, - Delta (Central Angle) Cl- Wood Fence 0- - Chain Link Fence WM C27 I 4' Concrete Sidewalk / i Fnd. f/d' Reba' / No Identification) ( 1 i .n ll 6 I 10',L)111'tly Y:,ase:sYtA't I Concrete . I p Driveway I - I j I rb' —1 I ° N 89050'1.5" W 85.63'(M) N 90000'00" W 85.67'(P) Tract "G" Bakers Crossing Phase 1 Plat Book 60, Pages 27-29) Survey Is Based upon the Legal Description Supplied by Client. Abuttirig Propartles Deads have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. Bearing Basis shown hereon, Is Assumed and Based upon the Line Denoted with a "BB". Building Ties ors NOT to be used to reconstruct Property Lines. Fence Ownershlp Is NOT determined. Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Dralnfleld locations are approximate and MUST" be verified by appropriate Utility Location Corrlpanles. Use of This Survey for Purposes other than Intended, Without Written Verification, WIII be at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. Flood Zone Determination Shown Heron Is Given as a Courtesy, and Is Subject to Final Approval by F.E,M.A. This Determination maybe affected by Flood Factors and/or other Information NEITHER known by NOR given to this Surveying Company at the time of this Endeavor Ireland & Associates Surveying Inc. and the signing surveyor assume NO Liability for the Accuracy of this Determination. T331 AP*P-410 sa Coup APPALOOSA COURT SANFORD, FLORIDA 32773 C27 R=50.00'(P) L=38.53'(P) , A=44° 09' 13"(P) Chord Bearing= N.._8,4008,'36" E 37.58'(P) 1 x N°83°58'36" E -37 SEP I1 ;9-;-d1a Lot 9 09 o/ eI-•c/vSw li S Kdr 1-7r 10, Fnd. 1/," Rebar Nc Identification) o rn Lo v r` ti O 0 5 0 0 0 0 C 0 0 Pool to 0 Fnd. M.' Reber No Identification) GraphicScale 10' 20' 0' Scale: 1 "=20' a and Correct to the Best of my Knowledge and Belief as recently Su, or my Direction on the Date Shown, Based on Information furnished Noted and Conforms to the Standards of Practice for Land Si is State of Florida In accordance with Chapter 5J-17.052 Florida ninlstrative Codes. Pursuant t ctlon 472,Q27 Florida Statutes. This Sorvey is intende M1 Y pr use of Said Certified Parties. This Survev NOT VALID IN aid Embossed Will Survevors Seal. Ireland & Associates Snrtieying, Inc, 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying.com Office-407.678.3366 ' Fax-407.320,8165 ME T 4 RECORD COPY REVIEWED POR CODE COMPLIANCE PLANS EXAMINER is DATE SANFORD BUILDING DIVISION 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 042 ASIDE ANY OF THE 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 THIS CODE ua i C g - 39 28 1a gU11Lp7'L 31 t p"poao c 0 '1 qR E WIND DESIGN STRUCTURAL DESIGN CRITERIA: ULTIMATE WIND SPEED (3 SECOND GUST)- I30 11V9Pi-I BUILDING EXPOSURE - C BLP DING LNIPORTANCE FACTOR = 1.0 MEAN HEIGHT 30' OR LESS HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = 1.29 X r i, 0 I-. X m cis Xz III QCI l (jnS x A t xz a 3 Kn eb a-ems V 331 Ipp° tea, PL 327-7I NOTE: IF ANY CONSTRUCTION IS STARTED BEFORE THE PERMITS FOR THIS JOB ARE RECEIVED ENGINEERING GREAT IDEAS, INC. SHALL NOT & WILL NOT BE HELD RESPONSIBLE FOR ANY FIELD CHANGES THAT ARE REQUIRED BY THE INSPECTOR, COUNTY, CITY, OR ANY OTHER STATE OFFICIAL, THAT HAS JURISDICTION TO DICTATE SUCH FIELD CHANGES TO ANY PROJECT. U N U M 1 1 HEREBY CER c=!T.HAT ;E SE PLA_ LAVE BEE DESIGNED F -R AN 1)LT ATE W SPEED O - 130 MPH ACCORD CE WIT - HE ST R REOUIR ENTS OF' HE 6T . -)1TI0 - F P.E. 9 42712 u 36" O [- 7- z BEA-3 O z L W IX2 3v wJ oQz z ILIzWo _ az-opWzW n S ` W pF ATTACH TO EACH POINT E- a OF CONNECTION WITH 3 L FLUX F' 12 TEK USE H-BAR X 3/4 ooLD= Uw iLl 00 z I Opvu¢¢ dd I 1 0< N oa zYU KNEE BRACE DETAIL cDmW=F F—uoGD zcnt- x?°ZDF'Ga ZJ pzpmhs-UZOOp2a0WOpW _- WFx N U cWWc..-1 -aF 0 4 p a' vWi U Q 0 DECK UPRIGHT (RISER) SUPPORT FOR MAIN BEAMS I 2X2X.125 ANGLES SUPER W/6 # 12X3/4 INTO GUTTER BOTH GUTTER AND UPRIGHT UPRIGHTS AT GUTTER DETAIL 2" x 4" STRAP W/4412X3/4 INTO 2 X 2 & PURLIN 4 2x2 IX2 N BEAM SCRE`tx/S X 3/4 2X4 A. # 12 TEK 2X5 4 # 12 TEK 2X6 6 # 12 TEK 2X7 6 # 12 TEK 2X8 6 # 12 TEK 2X9 8 # 12 TEK 2X10 10 # 12 TEK GUSSETT CONNECTION 4) 4120/4" TEK INTO 2x2X1/8" ANGLE INTO UPRIGHT NOTE: ANGLE MAY BE ATTACHED TO FRONT SIDE OF UPRIGHT ONLYWHENAPPLICATION IS NEEDED DUE TO LACK OF SPACING ON THE SIDES OF THE UPRIGHT DECK DOUBLE CRIMP NOTE: SINGLE CRIMP IS ACCEPTABLE NOTE: WHEN ATTACHING ALL UPRIGHTS/POSTS TO WOODEN DECK 12x3" SELF TAPPING SCREWS SHALL BE UTILIZED IN PLACE OF TAPCONS, NUMBER OF SCREWS SHALL REMAIN THE SAME 36" 36" L O 4" WIDE X 1/8" STRAP AT EVERY BEAM x W/ (4) 8 12X3/4" IN GUTTER LIP, (2) 912X2" 0 INTO FASCIA - 1 2x A R ISIRISER J o too 7 GUTTER F noLeo U 1X2 GUTTER CONNECTED TO SOFFITp FASCIA a 24" O.C. MAX W/ y m12X2" SELF TAPPING SCREWS SEE DETAIL D ON PG. 3 OF TI-]ESE PLANS GUTTER CONNECTIONS ABLE 1.-LDT "hAPCON 3"X3/8 5-1/2" 00000 O N O 0 O I FASTEN CABLE TO UPRIGHT & GIRT IN CORNER AS SHOWN W/8 TEK SCREWS. THIS 5-1/2" CORNER GUSSET ANGLE BRACKET CAN BE USED IN LIEU OF A 7" CORNER GUSSET ANGLE BRACKET. NOTE: IF CONCRETE THEN USE 412X3" FASTEN GUTTER TO FASCIA EVERY 24" O.C. W/ #12X2" FASCIA 7" SUPER GUTTER ENLARGED TOP VIEW BEAM TO ATTACH BEAM TO / ( GUTTER GUTTER W/ 2"X2"X.125" ANGLE USING (4),412X3/4" IN EACH SIDE CAB ' T I HERE CERTIFY T T THESE P DES NED FOR A LTIMATE W D S 13 MPH IN AC RDANCE WI t -1 Tli= k c QUIREME, S,OF TFIE-6- EDI FLORIDA B LDING COD 7 U Mo G\ M cc V]N p Gn o U d ca r w O H co Zzo o W w N hw-a QU zo cv07- w 3 uZD V 3on N5 W ILL IAM 4 ROOF SMB) PLAN VIEW ELEV i 412 HEAD W/5" X 3/16" TAPCON MINIMUM 2" EMBEDMENT INTO CONC. FOOTER. START 6" MAX FROM UPRIGHT, THEN 24" O.C. IX2 CONCRETE DECK MIN (4) CONCEALED 410 X 1-1/2" WASHER HEADED SCREWS ROOF PURLIN 12 X 3/4" SMS TO FASTEN SMB @ 2" O.C. MAX I X2 OPEN BACK BASE RAIL 1/4"X2" EMBEDMENT TAPCON 2"X2 X1/8" ANGLE 2) 410 X 3/4" TEKS O 1X2 OPEN BACK p BASE RAIL 2X2 HOLLOW FASTEN IX2 O.B. TO 2"(X)H" W/ # 10 SMS c@i 24" O.C. MAX 6" FROM TOP & BOTTOM 2"X2"X ] /8" ANGLE 2) 1/4"X2" EMBEDMENT TAPCON 2"X2"XI/8" ANGLE IX2 OPEN BACK c BASE RAIL d a d c a EXISTING 4" CONCRETE SLAB W/ EXISTING REINFORCED 8"X12" CONT.FOOTER. ULT 130-170 MPH SD 110-130 MPH TYPICAL DETAIL EXTERIOR CORNER @ BOTTOM 2"x4" STRAP W/ 2) # 12x3/4" TEKS INTO PURLIN &- UPRIGHT PURLIN TO POST CONNECTION HOUSE WALL ATTACHMENT/ 2X2 pU,11 TO BLOCK WALL_ USE 12 HEAD 2" X 3/16" 0 0 o X 2 INTO WALL 2X BEAM o o FASTEN TO BEAM TO WOOD OR ALUMINUM, W/ 912 X 3/4" X 4" USE 912 X 2" SCREWS START MAX @ 6" FROM END, THEN 24" O.C. INTO BLOCK WALL: USE # 12 HEAD W/3" X 3/16" TAPCON FOR SMB CONNECTION: USE 412 X 3/4" VERTICAL MEMBER SMB OR HOLLOW • DETAIL D 2" (MIN) FROM EDGE OF SLAB Ix2 BOTTOM PLATE— TAPCONS SHALL PASS THRU Ix2 BOTTOM PLATE AND EMBED A MIN. OF 2" INTO CONCRETE FOOTER 2" MIN) MIN (4) CONCEALED 410 X 1-1/2" WASHER HEADED SCREWS 12 X 3/4" SMS TO FASTEN SMB @ 2" O.C. IMAX NOTE: 120/130 MPH WIND SPEEDS 1/4"0 TAPCONS TO BE UTILIZED 140 (+) MPH WIND SPEEDS 3/8"0 TAPCONS TO BE UTILIZED ANGLE MAY BE ATTACHED TO SIDE OF UPRIGHT ON TOP OF lx2 BOTTOM PLATE 2x_ ALUM. UPRIGHT 2x2xl/8" ANGLE 4) 912x3/4" TE-K INTO 2x2x1/8" ANGLE INTO UPRIGHT. (BOTH SIDES OF UPRIGHT) TAPCONS SHALL PASS THRU 2x2xl/8" ANGLE INTO AND TI1RU PAVERS AND EMBED A MIN. OF 3" INTO THE CONCRETE FOOTER (SEE NOTE ABOVE FOR DIAMETER SIZE) PAVER DECK CONC.FOOTER UPRIGHT ATTACHMENT DETAIL TO PAVER DECK SCALE: N.T.S. PAVER DECK ATTACHMENT: 0 12 HEAD W/5" X TAPCON MIN. 2" EMBEDMENT INTO CONC. FOOTER. START 6" MAX FROM UPRIGHT, THEN 24" O.C. 3 I j *NOTE*: o ( o FOR THIN PAVER DECK, # 12 HEADz W/4" X 3/16" TAPCON MAY BE USED 0 IN LIEU OF 5". IX2 1 II II 1 iX2 CONCRETE DECK THICK PAVERS) NOTE: WHEN ATTACHING ALL UPRIGHTS/POSTS TO WOODEN DECK 120" SELF TAPPING SCREWS SHA :/BE UTILIZED IN PLACE OFT Al"CC{NS!, r--, U OF SCREWS SHALL RE __' NTH ME 1 HEREB ERTIFY TH THESE PL.. S HAV DESI ED FOR AN TIMATE WSPE F 0 4PH IN ACC 13QUIREM NT OF TINE T DTT. OF U L ORIDA BUT .DING COD . AM 12 off t` 6 I CLEAN COMPACTED 18"X18"X18" DEEP 2.500 PSI MIN) ISOLATED CONIC. FOOTER ALUN41NUM UPRIGHT SIZE SHALL BE SPECIFIED ON PG. I OF THESE PLANS WFIEN ANC ISOLATED FOOTER 1S TO BE USED 18!! - clnl= \ilE:Ani V Vl1LL.. IV.I.V ISOLATED CONCRETE FOOTER DETAIL SCALE: NOT TO SCALE 2,500psi (min) f.n Nr.RFTF MnNnl ITHIC: 5 CONT. REBAR FOR FOOTER 0 12"XI2" 1N SIZE. FOR 12"X16" FER (2) # 5 CONT. REBAR SHALL EQUIRED. MONOLITHIC FOOTER DETAIL SCALE: NOT TO SCALE CLEAN COMPACTED ALTERNATE ATTACHMENT: ATTACH POST TO FOOTER W/ 2X2X.125 ANGLE UTILIZING (3) 412X3/4" INTO POST & (1) # 12X3" TAPCON INTO FOOTER (2) ANGLES PER POST. ANY PARALLEL SIDES NOTE: (2) #3 REBAR IS SUFFICIENT IN LEIU OF (1) #5 REBAR PAVER DECK 2,500 PSI (MIN) CONCRETE MONOLITHIC FOOTER 1) # 5 CONT. REBAR FOR FOOTER UP TO 12"XI2" IN SIZE. FOR 12"XI6" FOOTER (2) # 5 CONT. REBAR SHALL BE REQUIRED. ISOLATED PAVER DECK FOOTER DETAIL (OPTIONAL SCALE: NOT TO SCALE NOTE: NOT APPLICABLE ON JOBS W/ EXISTING CONCRETE SLAB FOOTER SSIZE TABLE A B SPAN 8" 8" UP TO 16' 8" 12" 16' TO 28' 12" 12" 28' TO 40' 12" 16" 40' & GREATER r.{_ I H EBY CERTIF IAT THESE SIGNED FO ULTIMATE 30 MPH IN COP -DANCE W. H REQUIRE NTS OF 7I,IE 6 ifrL O R I E_ 20 oU 01 M cJ W 0 p Q0Z O CJ U z 2N0 zzg j w C7 o i I l WILLIA RTS, P.E. 4 42712 Plumbinq Sizes Pool Only Pool Main Drain Branch Lines 3" Pipe Pool Trunk Lines Are 3" Pipe Pool Return Lines Are 2.5" Pipe Project Notes: Only Partial of Pool Deck Will be Screen Enclosed Pool Will Have Enviro Circulation System Home Will Have a Child Safety Fence 30" PVC at Return Valve for Salt Cell 2) LIC# CPCO23576 If You Have Backyard, We Can Put Pool In 185 E Airport Blvd,Sanford, FL 32773 407-871-2020 www.AllSeasonsPools.com 01 t-' Color MatchlA&A Channel Style Debris catching Pebble Top Drain Stub Up OverFlow I r- Screen Enclosure Ends Here Paver Deck wl Brick Coping TBD Elev. Super to Confirm 3' Deep 26r 6 Ev Ev _-.J_ Zonetr- lJ K Light rb tS1 oQ EV i 0 0 6' Deep c3 3 3rr 7Z-Z - 2 x 12 Footer z3 z2 z1 r Stub Up EP+ Lines as Shown Customer: Mina and Nacy Raky Job Address: same — Street: 331 Appalosa Ct County: Seminoile City: Zip: City: Sanford State: FL Block: Lot #: 110 Zip: Home #: PB: 62 PG: 97-99 Cell # 407-556-5057 Work #: Subdivision: Bakers Crossing Phase 2 Gate Code: Job # 9867 12 x 12 Footer Coping 3 Bubbler 6 11 r o EXISTING LANAI o LEAVE AS IS Finish Pool Depth Profile 3ft. 3ft. Eft. Sin. ------- t" Eft. 6ft. 4ft. 5ft. Tin. lift. 3in. lift. 8in. Lm customer Int. Pool Specifications STYLE: Custom PERIMETER: 91' AREA: 362 sgft WIDTH: 26' 6" LENGTH: 19' 1" DEPTH: TO" X 6' 0" M-D: 1- 3" RTNS: EP+ 6FL 2W SKIM: 1- 3" LIGHT: 1-White/ Len Kit DOUBLE STEEL: N/a P.C.: Plumbin WELL WATER: N/a GALLONS: 10,618 NOTES ORIGINALS 18-1.8 o SPA Specifications STYLE: miw: AREA: P M: T-JETS: 4tLIGHT: SPILLWAY:. TYPE: HEIGHT: BLOWER: NOTES: Tile Specifications 24" — +30" — +36" — t DECK JETS: N/a BUBBLER:1-Sunshetf ThlS P651 Gets SHEERS: N/a JJndy Tnie Clear , Salt System , , STEP TILE: 24 Lnft P# TueClearllKUCL FACE TILE: 91 Lnft r OiQPump01'' NOTES: Contrroolef' gets , c iristalled;oneq-3 uipmerit:. ` Misc. Options OUTLETS: GAS LINE: CHASE PIPE: HO BIBB: SUMMER KIT STUCCO: LO STONE: COLOR: COUNTERTOP: APPLIANCES: Directions To Project Screen / Fence ROOF SQ: 633 TYPE: Dome 425 WALL SO: 860 WALL HGT 10, ELITE ROOF: N/a FAN BEAM: N/a SCREEN COLOR: Bronze Black Stall n` NOTES: Extra Carty Beam & Post k FENCE TYPE: N/a HGT: N/a LENGTH: N/a COLOR: N/a A a. GATES: N/a Deck Specifications TYPE: Paver Deck w/ Brick Coping DIMENSIONS: 30' 6" x 60' 0" AREA: 932 sgft FOOTER: 83' Sgft COPING: 91' DRAIN: 41' CONCRETE RISER: N/a PATIO: Leave as is FENCE: 25' TURN DOWN DECK EDGE: 6" +12" +18" 24^ +30" +36" NOTES: Equipment PUMP: VS-Fhp HP: 1.0 FILTER: CS SO: 200 PUMP 2: N/a HP: N/a COLOR: TC 11 KU OZONE: N/a POOL SWEEP: N/a HEAT PUMP: N/a GAS HEATER: N/a TYPE: N/a CONTROLS: iQPump01/Standard AUTOFILL & DRAINN/a NOTES: Color Selections POOL: Mosaic Pebble TILE: Ridge Line- Blue Slate NPT TILE GROUT: Novajo STEP TILE: AZ 206 STEP TILE PTRN: Diamond 10" Spacing DECK COLOR: Cream/ Orange/ Pewter DECK PTRN: Traverstone COPING: Bullnose Cream/ Orange/ Pewter COPING GROUT. Chamois FLOORHEAD: White NOTES: Deck Drain Tan Site Specifications DIG TYPE: Small Machine Dig & Haul/ Shuttle ELEVATION: TBD YARDS,19 NOTES: Designer DESIGNER: Dave CONTRACT DATE: 6-15-18 APPROVED BY: Enry Matos DATE: 6-18-18 n2 .1111 2niR