Loading...
146 Hazel Blvd - BR18-002578 - SCREEN ENCLOSURECITY OF SANFORD BUILDING & FIRE PREVENTION VN 6 20,E PERMIT APPLICATION Application No: Documented Construction Value: S 0 • Job Address: Historic District: Yes No p Parcel ID: a.- 30 - Sz Q- - M2 o Residential V Commercial Type of Work: New IV Addition Alteration Repair Demo Change of Use Move Description of Work: 5c" m `e nL1 ns a,t, gisfe- l?U9 I Plan Review Contact Person: _ r 1 Title: Phonktl'3 - aIS_2` Fax: mail:_(pp jYp I1 LlS(, f (/t•. Lll r1' Property Owner Information 1 NameYo-haw-0,Phone: Street: 1q6 dQ7 pAtVof Resident of property? : a City, State Zip: R_ Contractor Information nitName' 1 C Phone: _ 7y 0 Street: V Q - Fax City, State Zip: State License No.: Architect/Engineer Information Name: n, Phone: 13 -25 7 --7 D 7 V Street: ozl ' Fax: City, St, Zip: ` E-mail; Bonding Company: Mortgage Lende Address: 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 OFCOMMENCEMENT. 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 constructioninthisjurisdiction. 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 ac of that date:.51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, dtcrc may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance otpermir Is verification that I will notify the owner of the property ofthe requirements ofPloride Lien Law, FS 713. The City of Sanford requires payment ofa 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 petimated constnrction value ofthe job at the time ofoubmittat. 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 be done in compliance 11 applicable laws regulating cc Signet or „udAbent Dote Si pt1AA1 -Lo R Print Omer/Agent's Name print Tliv Q \/Vl . TINAM. DOWNEY MY COMMISSION # FF 218930 EXPIRES: April 9, 2019 Bonded Thru Notary Public Underwriters mation is accurate and that all work will trot anconing. Contractod gent Date GARVEY torJAgcnl's Namc larr4tMOTNNEY MY COMMISSION # FF 218930 EXPIRES: April 9, 2019 Bonded Thru Notary Public Underwriters L)wncr/Agcnt is Personally Known to Mc ur Contractor/Agent is Personally Known to Me or Produced ID ]— Type of I Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood 'Lone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No #1 of Heads Fire Alarm Permit: Yes No APPROVALS: ZON]NG: 6, 7 "I TILITIES: WASTE WATER: ENGNEE PUN G: FIRE: BUILDING: S-lg•ti COMMENTS: ON .4r In 1 si// a g,-coo7 GA cloc4o a o e,.. 44, / os S%eN/ Revised: June 30, 2015 Pcrmit Application BOUNDARY SURVEY LOT 59FOUND51811 SET 112" IRON ROD; IRON ROD NOl.D M1 0?s S89044'49"E 90.00, 0. ' LB,>7893 0.4 .j 7.5' U.E. Aw 199, 38S 20.5' c LOT 57 CDI LOT 56 ( I $ LOT 55 N BUILDING NIl #146 co W ally l bl I In b .4W 20.4' O A 1 O Z 20.0' L.-26B.S.L. CONC DRIVE FOUND 314" N FOUND 314" IRON P/PE RON PIPE 8904449" 90.00, iq 65.77" P.C. HAZEL BOULEVARD 50'RH (IMPROVED) SURVEYNOTES WNUKEllbuillE CROSSING INTO 25' B.S.L. RW10' U.E. AND OVER LOT LINE ON SOUTH OF LOT THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND CROSS INTO THE 5' U.E. AND 7.5' U.E. AT SIDES AND REAR OF PROPERTY CONCRETE CROSSING INTO 20' 8.S.1. AT REAR OF. PROPERTY B.S.L.=BUILDING SETBACK LINE M 0 j 1 ! 1 4 O o Na 8416 ' SURVEYORS CERTIFICATE RI RGEW HEREBY CERTIFY THAT THIS BOUNDARY SURVEY 4FLTA 7IBATRUEANDCORRECTREPESENTATIONOFA VEi Gl= i SURVEYPREPAREDUNDERMYDIRECTION, NOT vAuDWrtHoUTANAUTHENTICATED ELECTRONIC 7993SIGNATURESIGNATUAND AUTHENTICATEDELECTRONICBEAT, STATEOF • 10o. ORARAISED EMBOSSED SEALAND SIGNATURE. SERVING FLORIDA r •' Kenneth by l h 0250 N. MILITARY 7RAIL, SUITE 102 CH. FL 33407 WEST M((501) 840 oDmm lomolmpsbornel*31IM-05W PHONEODSTA7EWIDEPHONE (OW)22"W SIGNED) KENNETH J OSibl&E STATEWIDEFACSIMILE (800) 7414570 FROFEB&ONAL SURVEYOR AND MAPPER /6116 ( W 11 WEB8REs Po Q SCPA Parcel View: 10-20-30-509-0000-0560 Page 1 of 2 CIMYX mr.+o sownv norm Parcel Information Property Record Card Parcel: 10-20-30.509-0000-0560 Owner. HARMONY RENOVATIONS INC Property Address: 146 HAZEL BLVD SANFORD, FL 32773.7412 Parcel 10.20-30-509.0000.0560 Owner HARMONY RENOVATIONS INC Property Address 146 HAZEL BLVD SANFORD, FL 32773.7412 Melling 1639 TIVERTON ST WINTER SPRINGS, FL 32708- Subdivision Name HAZEL GLEN Tax District St-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 111 9111 19111 r• 0 a, 5. 8y 90.00 90.00 Seminole County GIS Value Summary 2017 Working Values 2016 Ceri ied Values Valuation Method Cost/Market CostfMarket Number of Buildings 1 1 Depreciated Bldg Value 109.286 104.899 Depreciated EXFT Value Land Value (Market) 20.000 20,000 Land Value Ag Just/Market Value_:: 129.286 124,899 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 01 0 Assessed Value 129,266 124,899 Tax Amount without SOH: $2,503.68 2016 Tax Bill Amount $2,503.68 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=10203050900000560 12/28/2016 STATE LICENSE CPC 023576 1. PARTIES: hereinafter called the" 2. AGREEMENT: The coot Address: Legal: 3. PRICE ANDTERMS P F The contract price ALL SEASONS POOLS 185 E. AIRPORT BLVD. SANFORD. FLORIDA 32773 www.allseasorkspoots com On theprcptjfes desvibed asfollows: HomeOwner Office: 407-871-2020 Fax: 407-321-5404 ra DepoAt to secureagreement 1) i 10% Upon signing ofthis instrument asa deposit on totalcontract price 2) 30% Upon completion of dig and steel. 3) 30% Upon completionofconcreteshell. 4) 25% Upon installation of tile and perimeter plumbing Installation, after footers and or rough deck Is poured or pavers Installed. S) 5% Upon Installation of safety barrier. PRICE AND TERMS FOR SPECIALTY ITEMS: INCLUDED IN ABOVE CONTRACT PRICE 6) Solar installation. 7) Screen Installation. 8) S4rnmer IptChen Insta tpn 9) Il Customerswill be Iled In writing for A.Alayrnents as each pool phase is completed. Progress payments are paymentsfor a completedpool phase. Progress payments are due upon receipt, and the next phase of thepool 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 Interestat the rate of 18 per annum until paid. Any additional work or extras will be througha change order or addendumand will be dueat timeof signing change order or addendum. The contractor shall not be obligated to commenceconstruction of this pool until three days after the signing of thiscontract by theOwner. Since this contractmay be construed as a Home Solicitation Sale. Purchaser Is hereby notified of thisright 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 theright tosubstitutelike or similar material, equipment or fixtures. The plotplan isintended tobearepresentation ofthe poolto be built and not intended to represent Was bullt'drawi g because pool location, elevation of pool, location of deckingand enclosures are subject to changedue to set back requirements, location of existingImprovements, so l conditions and other conditions beyond the controlof the contractor. All measurements In this contract and on the plotplan are approximate and the pool dimensions contained In the contract may vary from the'as buih' measurements. Deviations up to three (3) inches are acceptable. Therefore, the parties agreethat it Is impossibletoascertainactual damages in theeventofdeviationfrom specified pool dimensions. The parties agreeto adjustthe contractprice ofanmount calculatedby multiplyingthe percentagereductionofsurfacearea times one-half (1/2) of the totalcontract price for diminishedwater surfacearea, and $5.00 for each vertical Inch of depth deficiency measured only at the main draln and the shallowestportion 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 whatis dugfrom the pool, is at home owner's expense. If adivingboardorslideIs installed, there is noliability assumedforInjuries as aconsequence of useor misuse of the divingboard or slide If a divingboard or slide Is installed later, there is no liability to the pool contractor and it shall cancel all wariantles. Material and equipment to be furnished or Installed and work to be done: Elevation of pod, s and !toof deck slab are to be determined by the contractor unless otherwise specified in additional provisionsbelow. Fool Shapr. Pool Cleaner. Spa Shape: Haul Dirt — Pool Shr Pod Returns Spa Depth: Drop Dirt Foci Depth: f - r Pod Hard Rail: Spa Size: Shuttle Dirt Interim Type. InFloor Cleaner. Spa lets • Spread Dirt Fool TileType a Leaf Canister. — SpaHeater. - Small Equipment ShpTReType: %}eafCatcherDrain: . SW l Light - Tree Removal: Filter Type: Pod DeckTypr L/ Spa Return: Stump Remor at Fool light Pod CopingType: Spa Grab PaU: PlantRemoval: Pod Heater. Pod Deck Footer. Safety Fear Cut b Cap Sprinkles: Pool Controls-•-. Lana) Decklrgpr lyPool Alarmscgs RerouteSprSprinklers:er Chlorinator Type: MScreen or Fence: Ebte Roof: SodReplacement Pump She: To CO& Screen or Fence Height Fan Beams landscapewb4c Pool b Spa Drains TO cede Screen Roof Type scent Remove Fear Cleaning Equipment eomoMe son up nor lard Fencerype: Replace Fear. Other S. BUYERS RIGHTTO CANCEL• Thls is a Home Solicitation Sale If you do not want the goods or service contracted for, you may cancel this agreement by mailing a notice to shah r.This noticemust Indicate that you do not wardthe goodsand services and mustbe postmarkedbymidnightthe third day afteryousignedthisagreement. If youcancelthis agreement thesellermaykeepall orpanof thecash down payment not to exceed the lesser often percent of thecash price of $50.00. 6.OFFER AND AGREEMENT. This contract shall be deemed an offer to ALL SEASONS POOLS andshall be null and void unless accepted by a duly authorized officer of the Contractor within ten days of the date and yearnoted above the Owner's signatures. The salesmanhas no authoritytobindtheContractor. NIagreementsand understandings arecontainedInthiscontractandthe Ownerwarrantsthatthere are no agreementsor understandings otherthan are set forth Inthis document Acceptance of the terms of thiscontract by ContractorIs to be communicated to theOwnerby transmittingacop/ of thiscontractto themshowing a aeby thesellers by the execution of a duly authorized officer d the Contractor or by commencingconstruction. NOTICE TO PURCNASER OT THISAGREEMENT BEFORE YOU HAVEREAD ITORIFITLAIMS ANYRSPACES Design Consultant Owner's Name v Owner Signa " Street Address Co-owner Signature Oty, state Zip Code Contract Date d - v , 0 I _ _ An se'l dzed NOTICE: SEE REVERSE SIDE FOR MORE IMPORTANT WARRANTIES AND CONCLUSION OF CONTRACT 7. UNDERGROUNDCONDTON:TheOwner isresponsible for increased costsincurred bythe Contractordueto underground conditionswhich maybe encountered duringconstruction, such as but notlimited to underground pipe, conduit hardpan, rock, muckinadequate soil -bearing capacity, and excessiveground water requiring more thanten110) yards of chat rock The Contractor, upon encountering such conditions, shall notify theOwner of their existence and give him an approximate cost estimate to rectifytheproblem.The owner shall have five (5) days from the receipt ofthe approximate cost estimate to instruct the Contractor not to proceed with the pool. It the Owner stopstheconstructionwithinfive (5) days, theContractor shall beentitled toreceive from theOwner, fifteen percent (15) of thecontract price or the Contractor'scost plus twenty- 6" percent (25), whichever Is greater. If the Owner does not instruct the Contractor to cease carstructim the Owner shall be responsible for the actual cost Incurred by theContractortorectifytheundergroundcondition, limited byan amount equal totwenty-five percent 0) inexcessof the approximate cost estimate furnished to the Owner. IftheContractordeterminesthatadditionaltestingisrequiredpriortofurnishingapproximatecostsestimatestodeterminetheexactnatureofextentoftheundergroundcondition encountered, the Owner shallbe responsible forthecostofall testing and/or engineering required by the Contractor. 8. OWNER'S RESPONSIBILTESAND WARRANTIES: A. PodLocation: the owner assumes complete and sole responsibility for thelocation of the pool; andwarrantsthat pool location is not inviolation of set -backrestrictions or any other restrictions and Is on his property. Hewill provide tothe contractor a legible plot Klan or survey oftheproperty to be Improved, identifying all property lines and comers and existingImprovements. B. Utilities: Ownerwill supplywithout cost to the contractor suitable water for construction andfilling and 110 volt electrical supplyadequate to runelectric equipment in construction. C. Access and existing Improvements: Owner will provide adequate access through his own property orthrough adjacent property for all men, material and equipment as required to perform this contract including but not limited to excavation, hauling, concrete mixing and pumping and delivery vehicles orequipment Buyer shall obtain written permission of adjacent properly owner for ingress and egress of contractor and material and equipment during the construction, If necessary, and agrees to be responsibleandholdthecontractorharmlessandindemnityhimforanyloss, injury, or damage resulting to adjacent propertyownerforany reason. The owner Is responsible fordamage to existing driveways, sidewalks, lawns, shrubs. Rowers, trees or other property resulting from the construction under this contract, unless otherwise agreed to by contractor in specifications. Theowner is responsible for site preparation Including but not limited to removal oftrees or other vegetation and removal of Improvements in the construction area or improvements which may beaffected by this construction and the owner shall be responsible for any landscaping or restoration of improvements and grounds. D. Pod Site: The owner warrants that there are no rock formations, hard pan, muck boulders, septic tanks, utility lines or pipes or other underground obstructions which would require removal other than by ordinary hand tools In that portion of the owners property which the contractor will construct the pool, walks, decking and other appurtenant structures provided in this contract, The owner is responsible for the removat repair or replacement ofany underground conditions, structures and Improvements encountered during construction unless heelects to terminate the contract and pay damages to contactor as set forth in the clause on underground conditionsE. Entire Contract Owner warrants that thiscontact contains all the understandings and agreements of the parties Any changes ormodifications of this contact must be In writing, except extras constructed or installed by the contractor at therequest oftheowner without a written change order, which shall be deemed additions tothiscontactF. CONSTRUCTION INDUSTRIES RECOVERY FUND. PAYMENT MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRY RECOVERY FUNDIF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: CIL81940 NORTH MONROE STREET, TALLAHASSEE FLORIDA 32399-1039. PHONE 850.487-1395. 9. DEFAULT: In the event the owner shall default In payment of the contact price or payment for extras set forth herein, or the owner prevents the contactor from completing this contract through material breach of responsibility or warranty of owner as contained herein or owner defaults In any other provisions of this contact, contactor may, at his option, retain all amounts paid by owner as damages, or seek other remedies to recover the unpaid balance of the contact price, including extras On buyers default the contactor may stop performance and withdraw his men, equipment fixtures and materials including plumbing and filtration equipment and other equipment and accessories supplied by the contactor. The title to and ownership of all equipment and accessories, whether affixed tothe owners realty or not shall remain the property of the contactor until all amounts due under this contact have been paid. Owner shall pay all costs and expenses of contractor incurred in enforcing this contact, Including reasonable attorney fees andcourt costs for negotiations, arbitration procedures, suits and appeals 10. ARBRRATION: The parties hereby elect binding arbitration as theirexclusive method ofsettling controversies existing between them relating tothiscontact or thefailure or refusal ofeither of them to perform this contract in whole or in part. Arbitration proceedings shall be conducted in accordance with the rules for the construction industry adopted by the American Arbitration Association, Incorporated by reference into the terms ofthis agreement. 11. LIMITED WARRANTIES: ALL SEASONS POOLS agrees to substantially complete work contacted for in a workman like manner and to repair or replace hems covered by these limited warranties provided the owner has paid all amounts due the Contractor under the contact and furnishes the contactor written notice of defect or malfunction within the warranty. A. LIMITED STRUCTURAL WARRANTY. ALL SEASONSPOOLS warrantstotheoriginal owner for the lifetimeof the original purchasef, theswimming pool structure, the shell, will not leakdue tocrocking. The shell does not include the plasterfinish coat or tile, coping, cantilever or materials and equipment external to thepool. This Limited Structural Warranty does not cover damage to the pool shell caused by fluctuations of the water able, construction In the vicinity of the pool site, or natural phenomenon, This Limited Structural Warranty Is void if the pod Is not kept full atall times The contractors responsibility under this Limited Structural Warranty shall be to repair the shell so that it holds water without cost to the original owner except that it is the owners responsibility to furnish water, power, access, and chemicals The method of repair shall be at the discretion ofthe contactor. THE CONTRACTOR MAKES NO EXPRESS OR IMPLIED WARRANTIES INCLUDING THE WARRANTY OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE IN REGARDS TO THE POOL STRUCTURE. THE SHELL B. POOL FIXTURE AND MATERIAL INSTALLATION WARRANTY: ALLSEASONS POOLS warrants for a period of one year from the date ofinitial start-up of the pool subject to the limitations hereinafter set forth that the following items famished and installed by the contractor are free of material defects In material and equipment installation. Defects caused by misuse.'neglect or failure to maintain proper water chemistry or other causes or phenomenon beyond the control of the contractor are not covered. 2. TileInstallation: Colorand texture may vary fromsample andare notcovered. 3. Concrete Deddng and Finished Coatings Installation: It is anticipated the concrete deck and deck coatings may crack due to settling of deck or weather. Cracks one - quarter Inch or less with no substantial deviation In elevation are not covered. Stains or discoloration appearing after initial start-up are notcovered. 3. Shell Finish Coat Installation: After initial start-up, variations in local water conditions, the Improper use ofchemicals and cleaning procedures, improper water diem", or lack of maintenance by pool owner, resulting in discoloration and/or alteration of the texture of the pod finished coat are not covered 4. Installation of Finished producb Purchased by Contractor. The repair, replacement or servicing of the finished products purchased by contractor Is not covered by contractors warranty. These products are generally subject to the manufacturers warranties and the contractor makes no expressed or implied warranties Including the warranty of merchantability or fitness for a particular purpose beyond the description of the product. Responsibility of ALL SEASONS POOLS to the original owner under this Limited Warranty isto provide necessary labor and material to repair the defective material or equipment installation covered hereby. For one (1) year after start-up there shall be no service charge for any warranty work required to be done by the contractor under this warranty. THE CONTRACTOR MAKES NO EXPRESS OR IMPLIED WARRANTIES INCLUDING THE WARRANTY OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE IN REGARDS TO FIXTURES, EQUIPMENT, ANDMATERIALS SOLDOR INSTALLED. C. DEFINITIONS: The term'Contractor'as used In the Instrument shall mean ALL SEASONS POOLS. The term'Owner' or'Purchaser shall be a singular or plural and shall Include heirs, personal representative, and successor or assigns unless otherwise limited by the reference to original Purchaser or Owner. D. ENTIRE AGREEMENT: This Contact constitutes the entire agreement of the parties and may not be changed orally. THIS CONTRACTCONTAINSNO COMPLETION DATEANDNO PENALTY OR AWARDCLAUSES. ACCORDING TOFLORIDA'S CONSTRUCTION LIEN LAW (SECTION 713.oe1-71337, FLORIDA STATUTES), THOSEWHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS. SUIT SUBCONTRACTORS. ON MATERIAL SUPPLIERS, THE PEOPLEWHO ARE OWED MONEY MAY LOOKTO YOUR PROPERTY FOR PAYMENT. THIS MEANS IFALIEN ISFILED, YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILLTO PAY FOR LABOR MATERIALS, OR OTHER SERVICESTHAT YOUR CONTRACTOR OR SUBCONTRACTOR MAY HAVE FAILEDTO PAY.TO PR07ECTYOURSEIF YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE YOUR CONTRACTOR IS REQUIRED TO PROVIDE TO YOU A'NOTiCE TO OWNER. FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX AND R IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. NOTICE OF COMMENCEMENT GRANT MALOYr SEMINOLE nAWRUCrM COUNTYFs7,ato T COURT 6 COMPTROLLERosoxurerraareecor>erk wr co (IPas) CLERK'S 0 2018044863 ThIsbWrlmentp , azl' RECORDED 0FEES $10- 04:26:Nil PM INEA)RPORT AC' RECORDING FEES00 SANFORD FL 3 77S RECORDED BY hdevoteore PER18TF TAX FOLIOV.-, I&dO;Jt/' tITATt? CRY OFUSAVEQ80 We hereby Btv— -U- that baprovwrarrt MI to lade b Dartatn nNRDAdaatabrbe, Ba rava ft IrrtWW40 e bProvlded b Nb none Of prop.rq,, and b a000ldaAp MIA eMpter 71l, 1psl Us adanrn1ropup,: - ,,r 33 63andstintaddnpqava06bb) 1 N r (N` i`^ Z General deetAptbn of 1 16QT•e, tP hnprovenrerrga): aaaTRurr et eot eNeuouae Sw lIV1,4Y1,`c 0 EU) Owrortare umatlOayn Oc1 1 ADC 11 p Address: Iq r Q2el 31 W 3 Phora: SQY aL a. Inta..+InwoPaty FEE SIMPLE aNamsandaddressoffeeatm* "d S( K WwDam Conbsgor: /nisVruJ Plans: Nas All cAS Address: sDY1S oI.SSMeen w P, ofe- A\cw-Aply kSD A i CKmtmCl a13SQn4'n(0 Ft SP 7 / b.Ptm nuff6w. a07700.2Sap Fat: am L SWW. Nanre sad address: Phone Fat: G. LwWw. Noma and edcbew. Phonic Fat: 7. Pam" the Stab of FWdit dplgnubd by Owner upon whom nom, a C#w d0Cotrarrb m y bessrvedesprawbySecdanrI&I t (1) (a) 7, FkAb Sdsrrbs: a In eddlSon tD hbrae4 Owner dealprra- the fauorrbe Pasen(e) W receha a =W oT oaLkaoh NDUCe ae prw*MIn Secdan71iMi (1) (b} FbrWa Ile s ( N@m*. Address, Phone number and 4t mme" L Eypbetlar dab of ones Of eanrIrwwrant (VW S*rw On dabis 1 year ham the dab of go= Wdsss a dSfnent dub b WARNING TOOWNER: ANY PAYRIEMS WADS By THE OWNER AFTER THE E)fPIRATIONOF TUB pro. OF COMMWNEpfyARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART 1, SECTION T17.13, FLORIDA STAWyM AND CAN RESULT BGTIINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY, A NCE OF CO10 y K= BEIREDORDED AND POSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION, IF YOU INTEND TO OBTAIN FDIVMM CONSULT WITH YOUR LENDERORANATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFOOBBIENCE11M. swlrrenaanb6rtaartA'$ flalb tAresa urdtF'riObdpr?ry, r debeeerIraarrraa4arweoa,asr blobsrHAbbertrr sqba46rsie0.') Hole: par 1 .1 1M. a SLOAes TMr.,OO Ma.rrr *amrw e.rrr., (PrkrtOwnsfsName) I State of Florida, County of fo obp bums sac! a pod bsf0rs this day of Who b pereonamy brown b ins or Ma has produsad LkesseasIssmmlDolbnarodYtalesanOathdWnotIslesanosth. 0. VEGAN ELORTH REId x0buy PUNK- state of FID w Ign re Cw=bslsa f FF 9T70S0My Comm. EtFba Ysr it, 2020 T" Finish Pool Depth Profile' Plumbin¢ 712es ORIGINAL:3/23/18 Pooi I1iy - Pool Main Drain Branch Lines 3" Pipe Pool Trunk Lines Are 3" Pipe Pool Return Lines Are 2.5" Pipe Project Notes: Pool Deck Will be Screen Enclosed Pool Will Have Enviro Circulation System Home Will Have 5 Window / Door Alarms There is no treelshrub/fence removal in this job. No sprinkler cut/cap. ASP to remove 200 sgft of concrete slab. rr 2 (08x12Footer Chase for I L.E.D Sheer Color an 6 _ Color an 3" L.E.D Sheer Descenta24" L. E.D Bubbler p $ 6" 2 p s" Dee 6„ Ev 6, r a' m lj = Umbrella Ev Ev Color Match l A & A a c Sleeve u B Channel Style Debris Catching rQPebbleTopDrainW- MNO IRRIGATION Acess side with small equip and shuttle H/ O will remove fence for access A LIC# CPCO23576 if You Have A Backyard, We Can Put A Pool 185 E Airport Blvd,Sanford, FL 32773 407- 871-2020 www. AIISeasonSPool s-com 10 r Install wateriine the -•-• with pattern running ...... rAclicDeckwlhorizontally!!order t2 vat ea ay txoping ; DoubleStselwatewLE SID%1CPLVLEDS100Su eTBD Eley ----- -n ! olor Band LED Llgh_-- --- p 200s ftConcrete Dec Dram R ` -- j--- - --- Slab emoval Builder / Customer: Yahaira Portillo & Carlos Elliszander Job Address: 146 Hazel Blvd. Street: Hazel Blvd. County: City of Sanford City: Sanford Zip: 32773_ City: Sanford State: FL Block: Lot #: Zip: 32773 Home #: PB: PG: Cell # 321-277-8232 Work #: Subdivision: — Gate Code: Job # 9586 E- Mail: jenesis0420(a)yahoo com Pool Wal'r Start Slope i un5helf Base of Sunshelf Drain from Wal S eft. 6in. 3ft. 6in. 4R. 6in. 5ft. 5ft. 6in. I i i i 5ft. 7ft. 9ft. 4ft.6in. Customer Int. Pool Specifications STYLE: Custom PERIMETER: 72' AREA: 267 sgft WIDTH: 11' LENGTH:25' DEPTH: 3' 6" X 5' 6" M. D: 1 - 3" RTNS: EP+ 6FL / 2W SKIM: 1 - 3" LIGHT: Color L.E.D 12V DOUBLE STEEL: YES P.C.: Plumb In WELL WATER: N/A GALLONS: 6,728 NOTES: 1 - Burgandy Umbrella wl Sleeve SPA Specifications STYLE: AREA: PERM: T- JETS: LIGHT. TART2k7_ SPILLWHEIGHT BLOWER: NOTES: Tile Specifications 6" — + 12" T +18" — 24" — + 30" — +36" — DECK JETS: N/A BUBBLER:1 - L.E.D SHEERS: 1 - 24" L.E.D Sheer Descent (Clear) WATER BOWL: N/A STEP TILE: 21 LNFT FACE TILE: 86 LNFT Misc. Options OUTLETS: GAS LINE: CHASE PIPE: HOSE BIBB: SUMM ITC N STUCC OLO STONE: OL COUNTERTOP: APPLIANCES: Screen / Fence ROOF SQ:736 TYPE: Dome WALL SO: 624 WALL HGT S' ELITE ROOF: N/A FAN BEAM: N/A SCREEN COLOR: Bronze EXTRA 7" GUTTER: 5.5 LNFT FENCE TYPE: N/A HGT: N/A LENGTH: N/A COLOR: N/A GATES: N/A Deck Specifications TYPE: Acrylic Deck w/ Cantilever Coping DIMENSIONS: 17' x 44' AREA: 495 sgft FOOTER: 74' 8 x 12 COPING: Cant 74' DRAIN: 45' CONCRETE RISER: 4' PATIO: N/A FENCE: N/A TURN DOWN DECK EDGE: 6" — + 12" — +18" 4' 24" — + 30" — +36" — NOTES: 200 sgft of Concrete Slab Removal Equipment PUMP: VS - FHP HP: 1.0 FILTER: CS SQ: 250 PUMP 2: N/A HP: N/A CHLOR: IN - LINE OZONE: N/A POOL SWEEP: N/A HEAT PUMP: N/A GAS HEATER: N/A TYPE: N/A CONTROLS: Standard / iQPump01 AUTOFILL & DRAIN: N/A NOTES: Color Selections POOL: Quartz Blue Gem TILE: MT: Tivoli SINTIVBLU 6 Run Tile (Horizontally) TILE GROUT: Frost STEP TILE: 2 x.2 HBLU 22 STEP TILE PTRN: Diamond 6"-8"Apart DECK COLOR: Grey Marble DECK PTRN: Acrylic Texture COPING: Cantilever COLOR BAND: Misty Grey FLOORHEAD: White NOTES: White Deck Drain Site Specifications DIG TYPE: Small Machine Dig & Haul / Shuttle ELEVATION: TBD YARDS:16 NOTES: Designer DESIGNER: Debra Nedland CONTRACT DATE: 3/8/18 APPROVED BY: Emily Nedland DATE: 3/23/18 Ixz RECORD COPY ADVANCED ANCED AIM 49- RISER ® PEAK } w w w iLUs Z a z N IA @ le w x K x y U cv N 2 T' ItIIPFR C:I1"1-rTm I 2X91 1 O 12.X41 O M) Lo 0 1IA LI EWED FOR CODE COMPLIANCE PLANS EXAMINER Gyq -(S. DATE 18. 2578 npNG Y N I Z Np v N t N N N F F_ ! c2x2I IrURLI N WIND DESIGN STRUCTURAL DESIGN CRITERIA: ULTIMATE WIND SPEED (3 SECOND GUST) - 130 MPI I BUILDING EXPOSURE - C BUILDING IMPORTANCE FACTOR = 10 MEAN HEIGHT 30' OR LESS HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = 1 29 43!- S" - 24° - 2)X2KNEEBRACES f ( M) N 7'- O" F3 X r4 ti F5 0" 7-0" Z T-O- -, 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 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 L% X4l 0 1 12X4) O X i+ 112X41 1 ell r ( LK2) 05/ 14/ I8 ALL SEASONS POOIS PORT] LLO/ ELLISZA N DER 146 HAZEL BLYD SANFORD, FLORIDA 32773 130 i`APfr,CP "C" EGI ENGINEERING HE Y CERTIFY TFI . ES PI- . DE NED FOR AN TIMATE W 1} IO I EQUIREMENTSFTHE6T ' T FLORIDA BUFIL iG COD 7 U E 0o cn a c0 Q: mu9 Wz ocoo N O UQ C7 En : D0 z >w< v,woo_ O 0iti28 o03 Z ZoUO W 0_ F,z w Qz O W az t` W a (V U z O A w zx Adz cn 1 t I ` WILLIAM OBE P 4712 J L3 LL 05 Y S O zg lz IX2 ••• u3vNma lily—=U ozzo 5z I U zuua00 11"1= aZ „ c a Ylnz W= N a Hau1Wo xu.=S uat- 0 U 00==FX p910, aU, U., OR -aoz2=OU- X0 as 01=--jW -= Wxaz oa azvuGazav, oaMY6- ln F- LL X 0 W 0= W W c nmLLF-Fs l^row Zw I- z f zoa 2 Lw Z< DD .,U<o DECK SUPER GUTTER 24' BEAM ATTACH TO EACH POINT OF CONNECTION WITH 3 012 TEK USE H-BAR X 3/4 KNEE BRACE DETAIL UPRIGHT ( RISER) SUPPORT FOR MAIN BEAMS 2X2X. 125 ANGLES W/ 6 # 12X3/4 INTO BOTH GUTTER AND UPRIGHT 2X2 IX2 • • • 4) # 12x3/4" TEK INTO 2x2x1/8"— ANGLE INTO UPRIGHT BEAM GUSSETT CONNECTION BEAM SCREWS X 3/4 2X4 4 # 12 TEK 2X5 4 # 12 TEK 2X6 6 # 12 TEK 2X7 6 # 12 TEK 2X8 6 # 12 TEK 2X9 8 # 12 TEK 2X 10 10 # 12 TEK GUSSETT CONNECTION NOTE: ANGLE MAY BE ATTACHED TO FRONT SIDE OF UPRIGHT ONLY WHEN APPLICATION 1S NEEDED DUE TO LACK OF SPACING ON THE SIDES OF THE UPRIGHT DECK 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 24' 24' 2X_ BEAM 0 j rn 3Ov a NS. G O F- C4L' BEAM SPAN O V NOTE: 0. NO SET DISTANCE BETWEEN BOTTOM OF KNEE BRACE & TOP OF GUTTER 4" WIDE X 1/8" STRAP AT EVERY BEANI EW/ (4) # 12X3/4- IN GUTTER LIP, (2) #12X2" INTO FASCIA G Mif A ISE00 0 0 7' GUTTER D no IX2 D h GUTTER CONNECTED TO SOFFIT o FASCIA © 24" O C MAX W/ 12X2" SELF TAPPING SCREWS SEE DETAIL D ON PG. 3 OF TI-I ESE UPRIGHTS AT GUTTER DETAIL PLANS GUTTER CONNECTIONS 2" X 4" STRAP W/ 4# 12X3/4 INTO 2X2& PURLIN DOUBLE CRIMP NOTE: SINGLE CRIMP IS ACCEPTABLE aBLE I- LDT TAPCON 3" X3/8 5- 1 /2" 00000 _ O N O 0 O In 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 #12X3" 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) # 12X3/4' IN EACH SIDE 0 0 0 0 CAB r T • HE BY CERTIFY TI•' 'T TF'F--M- J EA D IGNED FQR AN TIMATE N F. F 0 MPH !N .CC DANCE V CTUL EQUI REMEN-- OF THE GT , I- T £ 2017 FLORIDA BU DING COD 5/ 1 & OBER , P.E. # 42712 U o j U 00 en FF-yl - G1 en r C/] N Z;t p o0 Q-'mIal3i9 1 . 00 N 1-- 1 < ,] 0 N O Q Lo OLINO < C UATW 13nzI wQO o o 7 ce W < N v to lM LQ N V w z p U z WZmW z W a ROOF SMB) PLAN VIEW ELEV 12 HEAD W/5" X 3/16" TAPCON MINIMUM 2" EMBEDMENT INTO CONC. FOOTER. START 6" MAX FROM UPRIGHT, THEN 24" 0 C. u D ixz CONCRE'M DECK MIN (4) CONCEALED #10 X 1-1/2" WASHER HEADED SCREWS ROOF PURLIN 12 X 3/4" SMS TO FASTEN SMB © 2" O.C. MAX 1 X2 OPEN BACK BASE RAIL I/4"X2" EMBEDMENT TAPCON 2"X2"X I/8" ANGLE 2) # 10 X 3/4" TEKS O I X2 OPEN BACK O BASE RAIL 2X2 HOLLOW FASTEN I X2 O.B. TO 2"(X)H" W/ # 10 SMS (Qu 24" O.C. MAX 6" FROM TOP & BOTTOM 2"X2"X 1/8" ANGLE 2) 1 /4"X2" EMBEDMENT TAPCON 2"X2"X 1/8" ANGLE I X2 OPEN BACK v BASE RAIL a a ea EXISTING 4" CONCRETE SLAB W/ EXISTING REINFORCED 8"X12" CONT. FOOTER. ULT 130-170 MPH ASD 110-130 MPH TYPICAL DETAIL EXTERIOR CORNER r@ BOTTOM ROOF_ L 2"x4" STRAP W/ 2) # 120/4" TEKS INTO PURLIN &- UPRIGHT PURLIN TO POST CONNECTION HOUSE WALL ATTACHMENT/ FACE OF GUTTER: 2 2 pUL1N TO BLOCK WALL USE 12 HEAD 2" X 3/16" 2X.gEAM i X 2 INTO WALL 2"X GUES„ FASTENTO BEAM I • TO WOOD OR ALUMINUM, W/ # 12 X 3/4" X 4" USE # 12 X 2" SCREWS START MAX r@ 6" FROM END, THEN 24" O.C. INTO BLOCK WALL: USE # 12 HEAD W/3" X 3/16" TAPCON FOR SMB CONNECTION: USE #12 X 3/4" VERTICAL MEMBER SMB OR HOLLOW - MIN (4) CONCEALED 10X 1-I2" WASHER HEADED SCREWS I • I 12 X 3/4" SMS TO FASTEN SMB © 2" O.C. MAX NOTE: DETAIL D 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 Ix2 BOTTOM PLATE 2x ALUM. UPRIGHT 2x2x 1/8" ANGLE 2" (MIN) FROM EDGE OF SLAB 1 x2 BOTTOM PLATE — TAPCONS SHALL PASS THRU Ix2 BOTTOM PLATE AND — EMBED A MIN. OF 2" INTO CONCRETEFOOTER 2' MIN) 4) # I2x3/4" TEK INTO 2x2x 1/8" ANGLE INTO UPRIGHT. (BOTH SIDES OF UPRIGHT) TAPCONS SHALL PASS THRU 2x2x 1/8" ANGLE INTO AND THRU PAVERS AND EMBED A MIN. OF 3" INTO THE CONCRETE FOOTER (SEE NOTE ABOVE FOR DIAMETER SIZE) PAVER DECK UPRIGHT ATTACHMENT DETAIL TO PAVER DECK SCALE: N.T.S. I PAVER DECK ATTACHMENT: 12 HEAD W/5" X TAPCON MIN. 2" EMBEDMENT INTO CONC. FOOTER. START 6" MAX FROM UPRIGHT, THEN 24" O.C. 3 ~ a *NOTE*: s ' FOR THIN PAVER DECK, #12 HEAD W/4" X 3/16" TAPCON MAY BE USED IN LIEU OF 5". i THICK PAVERS) CONCRETE DECK NOTE: WHEN ATTACHING ALL UPRIGHTS/POSTS TO WOODEN DECK 120" SELF TAPPING SC.gklA'S SHrkI_ L UTILIZED IN PLACE OF SCREWS SHALL 'MAIN TH)eSAM 1 FIEREB CERTIFYTTHATIESELANDESIG DFORAN130 H-M- AGGOR CER}RE REMENTSOe FOOTER o Oo cn c m C/] N < E zoo I--1 < LL. N QO Z ozc 6 wwc)_ . wwu<' UwS2 H U) o 1 L",,0 I o zXa r N=;0 2 W rr,QcnN E z ( Z 7' 0 u; ze`[_1 t, a Q z 0 c 00 W = aN M az0 QA '- ji z Qknz Q t 3 6TH EDITION, 2017 FBC 130 MPH, EXPOSURE "Cot WITH MAX 2X3 KNEEBRACING) BEAM \ TRIB WIDTH MIN COL 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" T-0" 7'-6" 8'-0" 8'-6" 9'-0" 2 X 4 X 0.044 X 0.100 SMB 2X4 1814" 1814" 18'-4" 18'-4" 1814" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 2 X 5 X 0.050 X 0.116 SMB 2X4 26'-0" 26'-0" 26'4" 26-0" 26'-0" 26'-0" 26'-0" 25'-5" 24'-8" 23'-11" 23'-4" 2 X 6 X 0.050 X 0.120 SMB 2X4 32'-5" 32'-5" 32'-5" 32'-5" 31'-6" 30'-4" 29'-4" 28'-5" 27'-6" 26'-9" 26'-0" 2 X 7 X 0.055 X 0.120 SMB 2X4 39'-2" 39'-2" 37'-6" 35'-11" 34'-6" 33'-3" 32'-2" 31'-2" 30'-3" 2914" 28'-7" 2 X 8 X 0.072 X 0.224 SMB 2X4 49'-10" 48'-3" 46'-11" 45'-8" 44'-7" 43'-8" 42'-9" 41'-8" 41'-2" 40'-6" 39'-10" 2 X 9 X 0.072 X 0.224 SMB 2X5 54'-3" 52'-7" 51'-1" 49'-9" 48'-7" 47'-6" 46'-7" 45'-8" 44'-10" 44'4" 43'-5" 2 X 9 X 0.082 X 0.306 SMB 2X5 57'-1" 55'-4" 54'-10" 52'-6" 51'-3" 50'-2" 49'-2" 48'-2" 47'-4" 46'-7" 45'-10" 2 X 10 X 0.092 X 0.374 SMB 2X6 63'-6" 63'-3" 61'-6" 60'-0" 58'-8" 57'-5" 5614" 55'-3" 5414" 53'-5" 52'-7" MAXIMUM UPRIGHT HEIGHT FOR 130 MPH, EXPOSURE "C" WIND LOADS UPRIGHT SIZE SPACING BETWEEN UPRIGHT (SMB & PATIO) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" T-6" 8'-0" 8'-6" 9'-0" 2X3 12'-6" 12'-2" 11'-loot 11'-6" 101- 1 0" 10'-4" 9'-10" 9'-6" 9'-2" 8'-0" 7'-4" 3X3 14'-6" 14'-2" 13'-10" 13'-6" 12'-10" 1214" 11'- 1 0" 11'-6" 11'-2" 10'-0" 9'-4" 2X4 13'-6" 13'-2" 121- 1 0" 12'-6" 11'-10" 11'-4" 101- 1 0" 10'-6" 10'-2" 9'-0" 8'-4" 2X5 15'-0" 14'-9" 14'-0" 13'-5" 13'-3" 12'-11 " 12'-5" 12'-0" 11'-2" 10'-4" 9'4" 2X6 17'-4" 16'-9" 16'-7" 16'-4" 15'-9" 15'-6" 15'-6" 15'-o" 14'-6" 14'-0" 13'-2" 2X7 20'-0" 19'-6" 18'-5" 18'-4" 17'-11 " 17'-4" 16'-5" 151- 1 0" 15'-0" 14'-6" 13'-8" 2X8 22'-4" 21'-6" 20'-9" 20'-2" 19'-10" 19'-0" 17'-10" 1714" 16-6" 15'-8" 14'-8" 2X9 24'-6" 23'-5" 22'-9" 22'-0" 21'-2" 20'-3" 19'-3" 18'-4" 17'-2" 16'-2" 15'-1 " 2X l 0 25'-0" 25'-0" 24'-3" 23'-6" 22'-9" 21'41 " 21'-0" 20'-0" 18'-11 " 17'-9" 16'-6" NOTES: THESE HERE NOTES ONLY APPLY WHEN THE CHART REFERENCING (MAX 20 KNEEBRACING) IS BEING UTILIZED ON THIS PG. OF THESE PLANS & KNEEBRACING IS BEING CALLED OUT ON PG. I OF THESE PLANS. HEIGHTS SHOWN ARE TO THE BOTTOM OF THE KNEE BRACE. G.C. IS REFERRED TO KNEE BRACE DETAIL SHOWN @ UPPER LEFT HAND CORNER OF PLAN SHEET 2. BEAM & UPRIGHT SIZES SHOWN ON PG. 1 OF THESE PLANS MAY BE REDUCED TO A SMALLER SIZE (EX. 2X5 BEAM REDUCED TO A 2X4 BEAM) AS LONG AS THE SIZES ARE IN ACCORDANCE WITH THE BEAM & UPRIGHT HEIGHT CHARTS SHOWN HERE ON THIS PAGE. i HEREBY 96RTIFY THAT' DESIGNE FOR AN ULTI 130 MP IN ACCORDA E REQ MENTS OF :A U E 7 I0, en 0M - G1 f+, LC v ° o to Q:mLu2@), W zoo H w o Ow7-`- wNou UW= vi O zZ) o ZZXwr- u) 0 u) Lupr W p4E W t' n"= Zz 1M 3 oo}70 Z zg o W0-Fz LLI Lu ¢z o W a D N M A aU QQO zx O o V-+ A Coe) w M ZA U M - awwX wN x o o a4 cn O a 11 Q, qL 1X2 BASE PLATE ATTACHED TO EXISTING BLOCK KNEE WALL W/ 1/4" O X 3" 2x_ HOLLOW UPRIGHT 2"x2" x.125" ANGLE 2) #12X3/4" TEK SCREWS 18"X18"X18" DEEP 2,500 PSI. MIN) ISOLATED CONC. FO( ALUMINUM UPRIGHT SIZE SHALL BE SPECIFIED ON PG. I OF THESE PLANS WHEN ANC ISOLATED FOOTER IS TO BE USED 1) 1/4"0 TAPCON W/ 3" (MIN) EMBEDMENT FOR ATTACHMENT TAPCONS Q 24" O.C. I '—OF UPRIGHT TO THE EXISTING KNEE WALL EXISTING BLOCK KNEE WALL TO REMAIN a POST TO EXISTING CONCRETE KNEEWALL ATTACHMENT DETAIL CLEAN COMPACTED 2,500psi (min) CONCRETE MONOLITHIC FOOTER 1) # 5 CONT. REBAR FOR FOOTER UP TO 12"X 12" IN SIZE. FOR 12"X 16" FOOTER (2) # 5 CONT. REBAR SHALL BE REQUIRED. MONOLITHIC FOOTER DETAIL SCALE: NOT TO SCALE CLEAN COMPACTED ALTERNATE ATTACHMENT: ATTACH POST TO FOOTER W/ 2X2X.125 ANGLE UTILIZING (3) 12X3/4" INTO POST & (1) # 12X3" TAPCON INTO FOOTER (2) ANGLES PER POST. ANY PARALLEL SIDES qInF VI1=1A/ SCALE: N.T.S ISOLATED CONCRETE FOOTER DETAIL SCALE: NOT TO SCALE PAVER DECK 2.500 PSI (MIN) CONCRETE MONOLITHIC FOOTER 1) # 5 CONT. REBAR FOR FOOTER UP TO 12"X12" 1N SIZE. FOR 12"X16" FOOTER (2) # 5 CONT. REBAR SHALL BE REQUIRED. e. ISOLATED PAVER DECK FOOTER DETAIL (OPTIONAL) SCALE: NOT TO SCALE NOTE: NOT APPLICABLE ON JOBS W/ EXISTING CONCRETE SLAB NOTE: (2) #3 REBAR IS SUFFICIENT IN LEIU OF (1) #5 REBAR FOOTER SIZE TABLE A B SPAN 8" 8" UP TO 16' 8" 12" 16' TO 28' 12" 12" 28' TO 40' 12" 16" 40' & GREATER I HE Y CERTIFY T THESE NS F D GNED FOR TIbIATE IND S 0 MPH N ACC RDANCE H TH ,TP REQUIREM OF THE 1 EDI N QP FLORIDA B DING/ 2017 U o j Ien U F-- yI00 t+1 O% en C N q oEn W s° Ij>- o LuO w C7 cno C7Liza E/) ° o as 5 CIS W C4 cn N _ 20 LL3W7uwM •: Z z ,:, 0 w^ zz vQ ° w a0. aN f A U z0 A Iai, zUz U A4 Qx0 i O i G7 JUN 7, oc I:a fh sol-g-// FOUND 5/8` a se--- L•u wsc eIRON ROD ever. /11ee ws S4a NOI.D 028 VA /° /,,,n • 0.4'Wit BOUNDARY SURVEY LOT 59 S89044'49"E 90.00' CIA 7.5' U.E. SET 1/2" IRON ROD LB #7893 199 8• 38.5' 20.5' LOT 57 o I LOT 56 I o LOT 55 wR BUILDING J I -4 I N 146 t co. ILLI m n c l Ll b as 0.4'W l 20.4' oZ 20 rn I z, L N CONC. 25'- B.S.L. DRIVEl_ FOUND 3/4" 7: • . 1o' L.E. FOUND 314" IRON P/PE IRON PIPE QI ' '.•., to I .. N 65.7T P'• HAZEL BOULEVARD SURVEY NOTES 50' RH (IMPROVED) CONCRETE DRIVE CROSSING INTO 25' B.Sl 10' U.E. AND OVER LOT LINE ONSOUTH S/Df OFLOT THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPCRTY AND CROSS INTO THE 5' U.E. AND 7.5' U.E. AT SIDES AND REAR OF PROPERTY CONCRETE CROSSING INTO 20' B.S.L. AT REAR OF. PROPERTY B.S.L.=BUILDING SETBACK LINE No. 005 I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY e IS A TRUE AND CORRECT REPRESENTATION OF A a SURVEY PREPARED UNDER MY DIRECTION. NOTVALID WITHOUT ANAUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. STATEOF e OR ARAISED EMBOSSED SEAL AND SIGNATURE. I o R 1 0 0 Dlglllyslgnad Kenneth bYKsntenelbOsbome Osborne Datte:2017.01.06 crnnrcrn 10:35:30.0s'ow 625D N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (501)640.480D STATEWIDE PHONE (SOD) 2264807 Aft— r..nru.n a I0M17A4.nF7a REQUIRED INSPECTION SEQUENCE 1Rpa 1 q • a S"T R Min Max IIns ection IIDescri fi6n Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other Address: IEE.EGT c - PERmLT bun Max IIns ection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MiWuNrcAL ?lge iw, N in Max IIns ection IIDescri tion Mechanical Rough Mechanical Final 1 9[in Max rms ectnon IIDescri tion Gas Underground Gas Rough Gas Final REVISED: June 2014