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Home My WebLink About497 Kays Landing Dr1 AUG 1 2015 i A plication No: pl r fob Address: 497 Kays Landing Drive Parcel Ill: 34193052000001010 Description of Work: Install a 20'X 14' insulated 3" Carport Plan Review Contact Person: Justin Gravell CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ 4,400.00 Phone: 386-801-8212 Name Dan Schoneck Street: 497 Keys Landing Dr City State Zip: Sanford, FL 32771 Fax: 866-941-5395 Historic District: Yes No X Zoning: Title: Manager E-mail: justinl412@earthlink.com Property Owner Information Phone: 305-587-9039 Resident of property? : Yes Contractor Information Name Justin's Aluminum Specialists, LLC Phone: 386-734-6313 Street: 1539 Old Daytona Ct. Fax: 800-566-9626 City, State 'Zip: Deland, FL 32724 State License No.: SCC131150859 Architect/Engineer Information V Name: Michael Thompson Street: 52 Vineland Rd Suite 250 City, St, Zip: Orlando, FL 32811 Bonding Company: Address: Building Permit 10 J Square Footage: No. of Dwelling Units: _ Electrical New Service — No. of AMPS: Phone: 888-607-0747 Fax: 888-923-8181 E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 113C) 731.135(5)(6) Florida Statutes. REV 07.14 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation. has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in` compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date i nature of Contractor/Agent Date Tfrave l Print Contracrr/A rlt's i , ignature of Notary -State of a Da 4 ' N- KENDALL LEE MY COMMISSION N FF928= a EXPIRES: October 15, 7019 Owner/Agent is Personally Known to Me or Contractor/Agent is Y Personally Known to Me or Produced ID Type of IeD' _ Produced ID Type of ID APPROVALS: ZONING: D',5'Xc," UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: COMMENT; Ok to install 20' x 14 (280 square foot) accessory structure as shown on plan. Columns shall be designed to blend aesthetically with the main structure. Columns shall match the principal building materials color and architectural style. Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.13 (5)(6) Florida Statutes. REV 07.14 REQUIRED INSPECTION SEQUENCE BP# 1t. _ Z2q 2 Address: c -ES —( (L.k q S c,0,jr , A L,* BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Ins ection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MQECHANIICAC BERM+IT i Min Max Ins ection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final Name: Address: City: Cell: E -Mail: ENCLOSURES i''r. Screen Room Glass Room Patio Cover Carport Pool Enclosure Screen Type 18xl4_ 20x20_ 3" Pan Roof Deluxe Roof Utility Room Awnings Concrete MISCELLANEOUS Door Door Hinge: Left Right Frame: Bronze_ White"[ Foam Insulation ` Gutter Valance Downspouts Fan Beam Outlets Switches Lights X / fir v 1) If it becomes necessary to place this account with an attorney for collection, I/we agree to pay all collection costs, including reasonable attorney fees. A 1.5% interest, per month, will be charged on all past due accounts. 2) Approval a y problems with the homeowners association is the o ility of the ho r. -- 7 3/b' Customer Signature Date Date: /P3 /-ff2- Hom . Work: Fax: Completed by: . A_/ WINDOWS R Glass Acrylic Vinyl Vertical Horizontal Frame: Aluminum Vinyl Tint KICKPLATE 16" 24" Smooth _ Wood grain Vinyl siding _ Other 36" Cash_ Check Credit Card_ Permit D Sub -total Total'; T 0 0, 00 Deposit Balance i . 6 o o' 40r.) 3) All prices are plus permit unless stated otherwise. 4) Anything not listed on the contract is not included. 5) A 3% discount will be given for payment by check or cash. Price subject to change after 30 days Florida State Lic. # RX 0059554 1539 Old Daytona Court, Deland, FL. 32724 • Phone (386) 734-6313 • Fax (866) 941-5395 • customerservice@phelpsaluminum.com 1111111 THIS INSTRUMENT PR, D BY: , :t:a'!T!'dt:H...i {:'I.li•l t Y s G c 1. ),Ii. Name: 1 ' '` 11, e'1 Y F1E Y1 Address: I -f&— P, U rkt_(.:C.4V i 1l / r •-, moi— z I::..:... i .1.: (::.._' lI T / I i 1, ; ', Il ; {..1. i! ! )::i i i i ("( dsli{.) NOTICE OF COMMENCEMENT BY h;=.,,::,:,1, Permit Number: 1 //^-`` / Parcel ID Number: ,'' q r cif 30 5/. 00000 4U 11 C) r The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Y5 r - -q 2. GENERAL DESCRIPTION OF IMPROVEMENT: Z:WS-t R LJL :.X . ++' i it:5(.L1r, -+e-d 3" rco-P . 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: r - Name and address: , t h) s--[T C+1VECA6-, 4CCT Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRACTOR: Name: Justin's Aluminum Specialists, LLC Phone Number: 386-734-6313 Address: 1528 West Euclid Avenue Deland, FL 32720 5. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: 6. LENDER: Name: Phone Number: Address: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Address: 8. In addition, Owner designates Phone Number: of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) 3Y0 91 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 I, 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 0(Signature of Owner or Le -see, or Owner's o: Lessee's (Print Name and Provide Signatory's Title/Office) Authorized Officer,Director/Partner/Manager) Q e C'•,e State of j(> 1 Q1C _ County of The foregoing i by acknowledged "forelme th's who has produced identification laking statement pe of identification produced E ENDA L .E,E MMMSION k FF928020R : Octoba 15, 2019 ervV'+m'+nnndss•i, AUG42_ day of (- 20 1 Who is personally known to me O OR c CERTIFIED COPY - IVIARYANNE MORSE iJ • g°W = CLERK. OF THE C t URT AND CO PTROLLER A SEM r. .c OU t , FLO DEPLI TY CLERK RECORD COPY Screen Room U Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH) Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) Car Port REVIEWED POR CODE COMPLIANCE _ S• 1-1 Patio Cover PLANS EXAMINER Other: _ V 2A • Lcv DATE Reference: SCHONECK New Revisions Date: Project Address: 497 KAYS LANDING DRIVE City: SANFORD Contractor Name: PHELPS ALUMINUM Address: 1539 OLD DAYTONA COURT City: DELAND Zip Code: 32724 Phone/Fax: OFFICE 386-734-6313 FAX 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 866-941-5395 Email: customerservice@phelpsaluminum.com GhOOse One.. Mail Pick UpFI Fed Ex*F-] 4 No of Copies For FedEx option got to www.aluminumscreendesi.qn.com and provide FedEx account #) Payment: Check Credit Card *0 For Credit Card option go to www.aluminumscreendesi.qn.com to pay by credit card) Engineering prepared by: Insulated Pan Roof Fascia Wall: Block Conventional Uprights -x Top Plate x Kick Plate Pool Screen/Cage:' Dome Gable Mansard Gutter Wall: Block[] Conventional Beams x Uprights x Purlin x Insulated Pan Fascia Wall: Block Conventional Beams 2 x 10 Post 4 x 4 PatioCover: Insulated Pan Fascia Wall: Block Conventional Beams x Post x g .,_- Existing'-'-' xistin New: 4" Slab Pier Ribbon Footer x Pavers Other: CONCRETE POST WILL BE SET Z INTO THE GROUND. THE STRUCTURE IS A FREE STANDING STRUCTURE. Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. General Notes & Design Standards Unscreened Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2014 (5" Edition) Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 ps)) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com R A S Da: ,I._. 9;+i K,. -,a., .i, ..'}q ? t iris* fVt7 Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B18.6.4 specification. Self—tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum 412 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro -galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be 1/4" Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM Al 85 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY HEADER BEAM MEMBERS -OPEN COVERED PATIO -(No Screen Insert) SIZE 3" Pan Roof Span Maximum Roof Span 6-0" 3" Pan Roof Span 3" Pan Roof Span Maximum Roof Span Maximum Roof Span= 10' 81-0" 0" 3" Pan Roof Span Maximum Roof Span=12'-0" 3" Pan Roof Span Maximum Roof Span = 15'-0" 2 X 4 101-0" 9"-0" 91-0.1 8'-0" 8"-0" 2 X S 1.3'-0" 12'-0" 11'-01' 101-0" 9'-o" 2 X 6 15'-0" 14'-0" 13'-0" 12'-0" 11"-0" 2 X 7 17'-0" 16'-0" 14'-0" 14'-0" 13'-0" 2 X 8 21'-0" 20'-0" 118'-01 17'-0" 16'-0" 2 X 9 21'_0" : 20'-0" * 20,_0" 20'-0" 191-0" 2 X 10 21'-0" 20'-0" * 20'-0" * 20'-0" * 19'-01" Coiumn size is 3 x 3 x 0.125" (1/8"). unless noted otherwise with a max height of 9"-0" `(CSR) control. < 1.0. Larger span req larger columnsize. Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of F-0" along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Edge Dist nee: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com L 0 D an S&,,o Z 0 Z Cy i 3 0 c i Y fft I ii ALUMINUM SCREEN DESIGN EXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) 410 4" PER PANEL 18" X 18" X 18" HOLE FILLED WITH 3000 PSI CONCRETE EXTRUDED FASCIA IS ATTACHED TO 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. 4X4 POSTS ARE ATTACHED TO 2X10 BEAM 2 3/8" X 4 1/2" CARRIAGE BOLTS TYP. POST IS SET WITH 18" 95 REBAR INTO CONCRETE GRADE T_ DESIGN STATEMENT MICHAEL THC MPSON ALUMINUMSCS E- - -- T' -,COM METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINI=',LAND ROAD ALUMINUMSCREENDESIG%T ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO FL 32 $11, PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. # L 7500 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION A#3093 OCONTRACTORSHALLNOTIFYTHEENGINEERIMMEDIATELYSHOULDSITECONDITIONSDIFFERFROMCONSTRUCTIONPLANS r V_ M moundary Survey Legal Descripbon: Lot 10 1, KAYS LAN Q I NG PHASE 2, accord ing, to the Plat thereof as recorded in Plat Book 69, Page(s) 44, Public Records of Seminole County, MoHda. Flood Zane: AAX Community Number: 121170 CERTIFIED TO: Dan Schoneck Panal, 007OF Date: 9/25107 1 -MCT RDN KAY'S LANO(NO PHASE I rMAT XXX 671 PHASE 4f -43) 120 20' (M-) N84-09'22 1) 1,20-16' (P-) N84-15JI0 E APPROVED P4AN,S py 'T- E-N,Gi DEPTi C-1) M. R = 125.00' L = 50.60' C-2) M. A = 15'11 '40 R = 925.00' L 41.88' L6168 Ok to install 20' x 14 (280 square foot) accessory structure as shown on plan. Columns shall be designed to blend aesthetically with the main structure. Columns shall match the principal building materials color and architectural style. SuNed Property has PubElc Water & Swwr Services' Field Date: 11-1-12 C-1) F. A 23'10'20" R 925.00' L 50.55' C-2) P. A 19 ;33'53" R 125.00' L 42.69' APPROVED P4AN,S py 'T- E-N,Gi DEPTi C-1) M. R = 125.00' L = 50.60' C-2) M. A = 15'11 '40 R = 925.00' L 41.88' L6168 Ok to install 20' x 14 (280 square foot) accessory structure as shown on plan. Columns shall be designed to blend aesthetically with the main structure. Columns shall match the principal building materials color and architectural style. SuNed Property has PubElc Water & Swwr Services' Field Date: 11-1-12 Date Completed: 11-1-12 aurvey Is Baced upon the L;'V9 'Dmdptl,, Suppled by Clitat Dnw By: G.S. FOG Number IS -10153 RnMglVgUw t1Deeds harsh bbeenFlosearclied tr Gem His. Legend- r i-SukiedbmVE marftondbrRoWa arRom C 83 Calculabd rpnerda Bio* PC - Point Of OMMIM rt Jlnq Own tenta,loAsournedand Om upon ftLimarr,*gw WM am CM cam Manurnant Pi of .0103actial P.Q.B.- Point of m Building Tlaa are NOT to be used to rowndnwt Praperty Um FenoeCOMOMM" P.C.L- Point on Una Ownership InNOT detarmIned. 0 DE Dwalpft ago Ew PF - PvMffPdO PRM . Pwwwd rWence Roof Overhangs, bow kx;GM W! Underground Utilities andfor Footwo how NOT 05 rwin mb& NjU Eand. Eaaemant REBA - Fagual Em m;; Mz Monum Frr - Point of Tiny M P-SoplIcTanks undforlDridn%idluclona muoWqd, endMUST by Utility Location Can4bwMa. FFE anap R - BOW Finished Floor MWdInn Rad. - be vedfled appmprfate C'T'% SUrr y or "' d 'Vdl= VMhrv1bV% Found Iran Pliv La R&C ROar & Ckap FIOM PACUVGUd RwW E Wl- dMe to Q* Vtv t?w-au-rv'%V97AM.g'CHPwE= rE L Rid ANY gMarBeffinNtoAiTme0thwthanthMC4MrAA M NAD Nall A Disk Set Sat W RWm Rebcr -in Ll rM dOpUn%Sl 6=r -VAX V1shrMrrnn%=bxM4'8b" UveirmMI) a OHS P Non-Rodhd Offidid Rp= Book Plat etWFmaoomwd vM Wata Mdu offbftd by Flood Factors anftr (Ow Infammitim NETHER kn=M by NOR Wn to t1l; Survoyingi Compwy at Um time of 20 Endo= IsewlidwP.B. Ptd Book I = " UnknWo' Wand a Surveying 0 0=7 K 77 0 M M E3-- Wbod Fance G- - NO L In b IMy ib r 111, this and MDNE 0 61JUTAM111,21A F0. NAIL & 015K L84015610 R 1/2 P. C, C-202Lori r Z omft ritr ." MLOM, MAM a9. MOM & Associates surve ng' W. OM Wayside Dive Suite 1002 1 Swbtd, FL 32271 tom' ENG. DEPT. Ok to install 20' x 14 (280 square foot) accessory structure as shown on plan. columns shall be designed to blend aesthetically with the main structure. columns shall match the principal building P"FIC-PET I CITY OF SANFORD SEP 07 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION BY• Application No: Lo Documented Construction Value: S 41400.00 lob Address: 497 KAYS LANDING DRIVE Historic District: Ves No Parcel ID: _ 06-18-35-07-01-B010 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move INSTALLDescriptionofWork:', 1'X 14' 3" INSULATED CARPORT Plan Review Contact Person: JUSTINGRAVFLL 'Title: CONTRACTOR Phone: 386-734-6313 Fax: 866-941-5395 Email: justin1412(cDearthlink.net Property Owner Information Name CITRUS ENTERPRISES INC. (DAN SCHONECK) Phone: 305-587-9039 Street: 497 KAYS LANDING DRIVE Resident of property? : _ YES City, State Zip: SANEORD,.' E'LL'12771 Contractor Information Name JUSTIN'S ALUMINUM SPECIALISTS, LLC Phone: 386-734-6313 Street: 1528 W. EUCLID AVENUE Fax: 866-941-5395 City, State Zip: Del AND FL 32720 State License No.: ;CC;131150859 Architect/Engineer Information Name: MICHAEL THOMPSON Phone: 888-607-0747 Street: 52 VINELAND ROAD SUITE 250 Fax: 888-923-8181 City, St, Zip: _ORLANDO, EL 32811 E-mail: Bonding Company: Mortgage Lender: 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 TH J'OB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WtT 1 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: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 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 ( will notify the owner of the property of the requirements of F Iorida 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. Surat K gent Date Print Owner/Agent'se Signature of N ry-State of Florida Datc Owner/Agent is Personally Known to Me or Produced ID Type of ID IvSignattue of Contractor/Agent Date JV,s-A-1 6 nc;k Print Contrac for/Agent's Nam a C Signature ol'Notary-Stara of ,rida atc V W MN KENDALL LEE MY COMMMON # FMW20 E)PIRES: Octoba 15, 2019 Contractor/Agent is -c Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Jt of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 201 5Permit Application 7Y-- 2016 i Limited Power of Attorney Date: `—(O I Le 1 hereby appoint: Patti Watts an agent of: Name of Company) To be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment permit. The specific permit and application for work located at: R 8 Rn Street Address Expiration Date for This Limited Power of Attorney: 1(42 nIAI 5CG13 i 15Og95`3LicenseHolderName: Ck`'t `P S License Number: Signature of License Holder: STATE OF FLORIDA COUNTY OF VOLUSIA The foregoing instrument was acknowledged before me this _7 day of hr 201 by J '4 6Y Q I who is _:(_ personally known to me or v who has produced as identification and who did (did not) take an oath. Signature 101 n r( L-e'r' n Notary Seal) Print or type name Notary Public — State of Florida Commission No. 15' My Commission Expires: I Qg MY. COMMISSION # FF229349 dr EXPIRES: May 11, 2019 R