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Home My WebLink About424 Treasure Ln7,-- CITY OF SANFORD d BUILDING & FIRE PREVENTION B6 3 2616 PERMIT APPLICATION Ba`: Application No: Documented Construction Value: $ J. q! : Job Address: s` /eP-} C.1 E, St i1 F c-, Historic District: Yes No Er Parcel ID: -30--,577-- CJI,VO- 0,-,3%0 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work:/1 - hI _ _ %f41- Plan Review Contact Person: JTqm7cZA L [aArvt "'a Title: OF"ICAelYlsrC Phone: 62g -50V- 1:5( Fax: Email: _T(C Lem 96m), C,em Property Owner Information Name _ 4&nhe4 f)40 Phone: Street: r;ZtJLe ,IG2,tiIZ.. SFrofn)2JDC/ Resident of property?: City, 'State Zip: 5*:YiFy26, Jam' X711 Contractor Information Name C -+Pry 0 ('pb-e.0 Phone: LSg5'7 15' 1 Street: (P&Q (en4Dn C"• City, State Zip:` --De i%cina , , 3G113S Fax: State License No.: J ' ' 13ll4g7q(v Architect/Engineer Information Name: MIC44ft!a _ -TH0rq °r1 Phone: (r` '1D %34--1q-70 Street: +40i V I ne l`md 1 r s P'% Fax: Bide " 9a3-ccii City, St, Zip: (o+ -A n1T)Q . E-mail: OhurA44-u-rnse)t.Za4 _c1 1,1x4 1 .tel Bonding Company: Address: 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 i in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, U'/ l furnaces, boilers, heaters, tanks, and air conditioners, etc. U FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t6 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 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID g • 30 -; S gnature of C tractor/Agent Date 1 tcl1C-trJ Ga ,,e Print Contractor/Agent's Name Signature of EggIEBlAN7Cfil Date MY COMMISSION # FF 172648 a EXPIRES: February 25, 2019 Bonded Thru Notary Public Uw!?rxriters Contractor/Agent is Personally Known to Me or Produced ID Type of M F N L— e-. -p BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: --;F Revised: June 30, 2015 Permit Application e--1A—AftaM CFA Parcel: 21-10-30-5TT-0000-0210 Proveily Record Card Property Address: 424 TREASURE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19-30-5TT-0000-0210 Property Address 424 TREASURE LN SANFORD, FL 32771 Mailing 424 TREASURE LN SANFORD, FL 32771 Subdivision Name THORNBROOKE PHASE 1 Tax District Sl-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Legal Description 21 1P Values Values CD C) Cost/Market Cost/Market 120 PS 79 PGS 3 TO 7 Seminole County GIS Legal Description LOT 21 2016 Working 2015 Certffied Values Values Valuation Method Cost/Market Cost/Market PS 79 PGS 3 TO 7 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 48,500 $43,500 Land Value Ag Assessment Value Exempt Values Just/Market Value 43,500 Portability Adj 47,850 Save Our Homes Adj 0 $0 Schools 48,500 i P&G Adj Iso so Assessed Value -1$47,850 43,500 LOT 21 PS 79 PGS 3 TO 7 Taxes Taxing Authority Assessment Value Exempt Values able Value County General Fund 47,850 0 47,850 Schools 48,500 i 0 i 48,500 City Sanford 47,850 0 SJWM(Saint Johns Water Management) 47,850 0 ii7,850 47,850 County Bonds 47,850 1 0 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 17/1/2016 08728 0667 $281,000 Yes Improved Find Comparable Sales I Permits Agency Amount CO Date Permit Date 00514 NEW SFR SANFORD $309,307 6/9/2016 2/15/2016 Extra Features Southern Screen f682 Venson Court Deltona, Florida 32738 386-574-7567 License # SCC131149796 PROPOSAL SUBMITTED TO: PROP? A& SHEET NO. DAT T0140 WORK TO BE PERFORMED AT: We hereby propose to furnish the materials and perform the labor necessary for the completion ofL if 47 s UIV, `jet OP All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawi s_and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of Dollars (S witfi payments to be m dells follows. 11 T — Respectfully submitte Any alteration or deviation from above specifications involving extra costs 11ttwillbeexecutedonlyuponwrittenorder, and will become an extra charge Per over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Note -This proposal may be withdrawn by us if not accepted within _1P days. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. N A Date 7 2 7 Ll (9 Signature Signature f City of Sanford Aluminum Structures Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: VU Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. Copy of applicable contractor's license issued by the State of Florida. A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). f Completed and Signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) site plans indicating proposed location. Two (2) copies of the signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options that apply. Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale. Include all framing sizes and types. Include any electrical devices to be added. Two (2) copies of Florida Product Approval, including manufacturer installation instructions andP— product evaluation reports, for composite or elite roofing systems. (If applicable) For SunXooms — must designate specific Sunroom Category on the signed and sealed plans, in ordance with FBCR R301.2.1.1.2 Contact Person information entered in Naviline? Application forms stamped received and initialed Revised: February 2015 RECORD COPY ALUMINUM SCREEN DESIGN aring Alu Inlf Um 4 C011S tI LJ f.1 iof i=1. Ji rs Pian 'Types; Screen Room 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 Pori Patio Cover Mer. Project Address: q 2%f. c1ty: 5a.v, Fc) A REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE 2-0_ Contractor Name: Sou wlz.YvI,_ -52C.r-1c/ S F D I NQ Address: 108 Ve so c.} A PERMIT ISSUED SHALL BE CONSTRUED TO BE A xCrty: V LICENSE TO PROCEED WITH THE WORK AND NOT AS Et , `i AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Zip Code: 3zi38 ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL PliOnel aX' CODES, THE BUILDINGDING OFFICIAL FROM THEREAFTER ENT S S REQUIRING A CORRECTION OF ERRORS IN PLANS, Email: A e c&e,. f vut CONSTRUCTION OR VIOLATIONS OF THIS CODE ChOO"Qnae Maila Pick UpFJ Fed Ex[] i_Nlo of Copies For FedEx option got to www-aluminumecreendesign.corn and provide FedEx account ) YPayment . Check Credit Card *a For Credit Card option go to ww Ar.aluminumscreendesign.corn to pay by credit card) Engineering prepared by: D1%. 4 SANFORD s{ Ryy A RTN1` A 2-42 aEngineer. Michxl Thompson, MS'c+' P.E (P.E #47509) 6 4401 Vineland Road — Sulte A6, Orlando, FL 32811 Office: 407-734-1470 Cell: 407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax 888-923-8181 Email: aluminumscreendesigrl@yahoo.com Website: vin.iljw.aluminumscreendesien.co;-ii CA#30930 nALUMONUM p Aluminum & Consfruction Engineering UltimateWind Speeds(rnp.h),.. 13o kExposedCategory- C RiskCate oriw .. Screen Roo in insulated Pan Roof Fascia Wall: Block Conventional Uprights 2- x_ Top Plate /_ x 2- Kick Plate c Poolj Screen/Cages Dome Gable[] Mansard G I& utterLj Wall: Block[] Conventional Beams x Uprights x Purlin Insulated PanFj Fascia Wall: Block ConventionalF] Beams x Post x Patioa,Cover::; Insulated Pang Fascia0 Wall: Block[] Conventional Beams x Post x Existing New: 4" SlabF-1 Footer x Other: I IN, x Pavers 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. TMN t General Notes & Design Standards Non-Removable Pool Screen) 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 1h Edition) Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) 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 fora 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 Reauirements: 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, Qrlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com i 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 B 18.6.4 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 #12 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 Chair Rails, Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed =130 MPH 2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-0" 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 3/4" Reinforcing Steel: Conform toACI318 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 C nhlesc Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool screen enclosure. Contractor shall secure cable to top of column located at each corner and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft2 with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 ''/z" x '/4" tapcons or equal. 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 ROOF MEMBERS -POOL CAGE ENCLOSURES SIZE Roof Span Maximum Beam Spacing = 6-0" Roof Span Maximum Roof Span Beam Spacing = *Maximum Beam 6'-8" Spacing = 7'-2" 2 X 4 17'-9" 16'-9" 15'-6" 2 X 5 23'-3" 22'-0" 19'-0" 2 X 6 26'-0" 25'-0" 22'-9" 2 X 7 28'-0" 27'-0" 26'-6" 2 X 8 34'-0" 33'-0" 32'-6" 2 X 9 36'-0" 35'-0" 34'-6" 2 X 10 40'-0" 39'-0" 38'-6" Upright -Pool Cage Enclosures Upright 130 MPH SIZE Height 2 X 4 11'-6" 2 X 5 13'-6" 2 X 6 15'-0" 2 X 7 16'-9" 2 X 8 17'-9" 2 X 9 18'-9" 2X10 22'-0" 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 x4 for beam span greater than 30'. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Header Beam: Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max) when screen enclosed is required to be attached super gutter at the interface of the insulated roof panel. Contractor is required to install insulated roof covering pursuant to the Florida product approval specification (35 pso. Intermediate Girts: Contractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail or 6'-0" max on center when column height exceeds 11 feet. Contractor is also required to install one additional intermediate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet. Edge Distance: 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 CLV A 1µC lC t ST.v c Uva;' w t G v.Kw- d Sc z wZ uz LxY U v 6 4 Ci., ,oe:Ir,lj lcc_ 321-11 I FALUMINUM i R HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 2 HINGE DOOFJ V EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. FILL IN DETAIL BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCON 5" X 2-1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. ALUMINUM FRAME IS ATTACHED O TO BLOCK WITH 2-1/4" X 1/4 910 2" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO OC ALUMINUM FRAME WITH 2 910 1" 12-1/4" X 1/4" TAPCON PER SIDE CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: O BLIND SCREWED WITH (3) 410 3", CAPRI CLIPPED WITH (4) 410 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP O KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUMMUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL TH'u _ IPS ON T 7i 7 7 METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINE' LAN TD" ROAD AL V MLV V MSC 111',ENDESIGN 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, Ft 3281 1 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND PHONE: 407-747-1470 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. P,E,,. # 47509 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION FAX: 407-734-1790 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS ` <CA#,30930 DESCRIPTION AS FURNISHED: Lot 21, THORNBROOKE PHASE 1, as recorded in Plat Book 79, Pages 3 thru 7, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Stephen J. and Sarah A. Noto; Inspired Title Services, LLC; First American Title Insurance Company, Taylor Morrison Home Funding LOT 22 REC 1/2" I. NO I.D. A 4.70' 5.00' 1 O O C O 0 N 00 REC. 1/2' I.R. NO I.D. TRACT H FUTURE DEVELOPMENT) S 89038'32" W 50.00' 50.00 TREASURE LANE 50' R/W) TRACT I unur' do ACCESS R/W BUILDING SETHACKS: FRONT - 25' REAR = 15' SIOE = 5.0' SIDE CORNER = 10' GRUSE. MHT rTR-SCOTT LEfM- LE)m- P . PLATP81. • P®IT DN LOB: IP, • IRON PIC PNC. • PDDR Ur REVOM CURVArAm LR. - DAM ROD PAC • Pow or COMM= CURVATWE CK . CONCRCM TORMENT RAA • RAMAL R. : 45% Na • NOH-RIIIDAL VP. • V17IESS Pl@IT PAS .PDDR aF RE1GIIaRIM MQ • CALCIAATED P.M. . P®IT Or CIDDIENCE1E71T PNM • PERRN:7R REFEW ICE MMAUM rf. • fOUSHO FLM ELEVATM ISOL OM ASL • MEmsDIO SETDALX LDIE R/V • RIM -W VAT EASENENT Dom/. . RASEI MDL L O M VVD • WUM FENCEPC PCONCRM .G Or TURF P.T. POW I6 TANGEICT DEtt, I)MR/TION RMC SIMML . p TDD G!. . CHOtD !lEARlNG NORTH THIS gURDING/PROPEW OOFB.AW UE *TIM THE ESTABLISNED 100 1LFAR FLOOD PLANE AS PER 'MP ZONE X ANP j 121170 0055 F. CJL, ASS0C., INC. REC. 1/2- I.R. NO LD. 5.00' 5.00' P i(O_N2g ROVED PLANS ENG. DEPT. 8(-3,1 S C1^eer(1 exi stiv CBYICf +e tahCti 71 00 ONO LOT 20 N O 0 nl johft O 5.00' ry' 93.52' 0 (PC) REC. 1/2" I.R. NO I.D. LUI b,UU(! J+1.r+. OTC 2.055 SC.FT. aG 460 O Q ENTRY PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS LANAI n_= PROPOSED DRAINAGE FLOW SO.Fi. LOT GRADING TYPE A SOFT. PROPOSED F.F. PER PLANS = 23.8' 403 TRACT H FUTURE DEVELOPMENT) S 89038'32" W 50.00' 50.00 TREASURE LANE 50' R/W) TRACT I unur' do ACCESS R/W BUILDING SETHACKS: FRONT - 25' REAR = 15' SIOE = 5.0' SIDE CORNER = 10' GRUSE. MHT rTR-SCOTT LEfM- LE)m- P . PLATP81. • P®IT DN LOB: IP, • IRON PIC PNC. • PDDR Ur REVOM CURVArAm LR. - DAM ROD PAC • Pow or COMM= CURVATWE CK . CONCRCM TORMENT RAA • RAMAL R. : 45% Na • NOH-RIIIDAL VP. • V17IESS Pl@IT PAS .PDDR aF RE1GIIaRIM MQ • CALCIAATED P.M. . P®IT Or CIDDIENCE1E71T PNM • PERRN:7R REFEW ICE MMAUM rf. • fOUSHO FLM ELEVATM ISOL OM ASL • MEmsDIO SETDALX LDIE R/V • RIM -W VAT EASENENT Dom/. . RASEI MDL L O M VVD • WUM FENCEPC PCONCRM .G Or TURF P.T. POW I6 TANGEICT DEtt, I)MR/TION RMC SIMML . p TDD G!. . CHOtD !lEARlNG NORTH THIS gURDING/PROPEW OOFB.AW UE *TIM THE ESTABLISNED 100 1LFAR FLOOD PLANE AS PER 'MP ZONE X ANP j 121170 0055 F. CJL, ASS0C., INC. REC. 1/2- I.R. NO LD. 5.00' 5.00' P i(O_N2g ROVED PLANS ENG. DEPT. 8(-3,1 S C1^eer(1 exi stiv CBYICf +e tahCti 71 00 ONO LOT 20 N O 0 nl johft O 5.00' ry' 93.52' 0 (PC) REC. 1/2" I.R. NO I.D. LUI b,UU(! J+1.r+. LIVING 2.055 SC.FT. GARAGE 460 SOFT. ENTRY 47 SOFT. LANAI 176 SO.Fi. BREEZEWAY = N/A SOFT. DRIVEWAY 403 SG'.FT. A/C PAD 12 SO. FT. WALKWAY 37 SOX7_ IMPERVIOUS= 53.2 3.190 SOFT. cznn 9 R In SG. FT_ IRIW = 550 SOFT. APRON = 110 SQ. FT. SIDEWALK = 250 SO.FT. Tnn = ton SOFT. SED INFUKMAIIUN SHVWN PJtI:A = b,Dao J6'•+'+• D ON SUPPLIED PLAN NVEWAY = 513 SOFT. OR INSTRUCTIONS PER SIDEWALK = 287 S'O.FT. IT(NOT FIELD VERIFIED) SOD = 3.000_ SOFT. LAND SLURVEVORS1 5400 E COLONIAL OR. ORLANDO. FL 32807 (407)-277-3232 FAX (407)-658-1436 H/7ES' 1. TWE WJ :NEO DOFS an=t 1HfT 71=5 SUR14:Y MEETS llff IM0RA1 iELTe'6LT1L MIL SET FDRR/ BYINEFTnRIu e0u® OF PROiESAORN. tAlm SURVEYORS M CHAPTER SJ -T7 OF TWE FLOfOdT ADIONLSTRAihE COLS 2 LMLEW DAMS= MRN SIHY67DT$ SFAL 7105 SURVEY IS NOT VALID AND S FRED FOR W0fttqWM PURPOSES ONLY. 2 THS SURYLY WAS PREPARED FROM ftrtE WFDRAlATIOW RNUASNED 70 TWE SURVEYOR. THERE ANY of ODER RMMCDONS OR ELSENEMS 7W AFFECT TM PROPERTY 4. NO UNDERGMW BWRVW8d015 HAVE 8M LOMW UNLESS OMMISE WIM S THS SURVEI' IS PRUMW FDR THE SOLE eF luff OF 7H05E CFRITED TO AND 5FWtW NOT BE RETIED LION 6Y AM' OTHER DOW 6. ODrtFMM SHOW FOR 7WE EMION LIF OWROMWENM lIERLWI SHOULD NOr DE USED M RECONSMCI BOUNONLY 11NES. 7. aEVMNCS ARE BASED AMMI nUM AND ON THE LWE SHOWN AS BASE MOW MA) e. ElEVAYM 15 IF SNOMM ARE 8%= ON NUMNAL GEODETIC VERDGLL DOW Cr 1029 EDRES4 0"O MM AV= A CcR' F"M OF AURLM1 UP! No. 4516. SG4E I— r - 20DRAWN ETV: — I_ _-- i T,1 z -] 4714 FLAT PLAN 01-0-16 FOONOATION/ELEVS. 03-09-16 FRW,/ELEVS. 05-27-16 155-16 826-16 1790-16 REQUIRED INSPECTION SEQUENCE BP# (G. - ZLA'L% BUILDING PERMIT Min Max Insl2ection 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 nuu w. -, c. ti ci-c v lcc --.— EL'E;CTRICAL'PERMdIT Min Max Inspection Descri e tion Electric Underground ` Footer / Slab Steel Bond Electric Rough T.U.G. 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