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135 Mayfair Ct 17-3101 New Sunroom (2)CITY OF SANFORD BUILDING & FIRE PREVENTION 8 ' D PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: .3 tpr ` '`- o Historic District: Yes No Parcel ID: 3- 7 t% 0000 i 0 Residential Commercial Type of Work: New AdditionX Alteration Repair Demo Chan a of Use Move Description of Work: Plan Review Contact Person: IJ _ , Phone: q, C 7 (25 '( 9 97 3 a-3 C. Property Owner Information c'U - -e r C Title: lf Gd P" Name e 1 Z Phone: 3e) Street: t 1 r 1 Resident of pl operty? t 4- 1 1 City, State Zip: c1.-e C-7 i ontractor Information0. Name ` G °—I' Phone: 9 Street:,..._ C: , / Fax: s a.7 3'0 0`. 3 Q 3 c City, State Zip: 61 Sd % 2 3 State License No.: OJ3 (!. %7,J S Oc>7 Architect/Engineer Information Name: Jbt vtw\ - f Phone: Street: ' t orl V d ti Fax: City, St, Zip:„Y,-, tk,^ chr 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 THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,\ furnaces, boilers, heaters, tanks, and air conditioners, etc. y FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revise.kJune 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. Sdnature of " er/Age ' Date Signatdre of Contractor/Agent Date Print Owner/A pT1E""""-* 4 Print Con gent's e / nature of `-State of F Date i ofNota - e Date BRYAN OORION SPayP.,, BRYAN OORION Notary Public - State of Florida :°» .` Notary Public -State of Floridaab • Commission # FF 181319 =' . Commission # FF 181319 N9rn Vly Com 019 IVY Comm. Expires M2f_97 c'Q19OFFLO, i iedthrougatiINotaryAs "++++" Bonded a n a s Owner/ e or GoniFaterAge o n to Me or Produced ID Produced ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: i -2(.-r7 UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 11-1-11 Revised: June 30, 2015 Permit Application SCPA Parcel View: 33-19-30-505-0000-0530 http://parceldetail. scpafl.org/ParcelDetaillnfo, 45px?PID=33193 0505000005 30 Property Record Card tam` GFA Parcel: 33-19-30-505-0000-0530 N7Owner: JACKSON DOUGLAS W & SHERYL L sEna nOtC rocs rrr rtO trA Property Address: 135 MAYFAIR CT SANFORD, FL 32771 al Information Parcel 33 8 30=5 5-0000-0530"'" caner JACKSON DOUGLAS W & SHERYL L - Property ress 135 rolA'AI CRT"SANEORD, FL 32771 Mailing 135 MAYFAIR CT SANFORD, FL 32771- Subdivision Name MAYFAIR VILLAS Tax Dis eta` 1-SANFORD MINIUMDORUseC•-0 Exemptions Legal Description Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 108,075 108,075 Depreciated EXFT Value 1,277 1,277 Land Value (Market) Land Value Ag Just/Market Value ** 109,352 109,352 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 3,190 P&G Adj 0 0 Assessed Value 109,352 106,162 Tax Amount without SOH: $2,152.19 2016 Tax Bill Amount $2,152.19 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments 1 of 3 8/14./2017 ; -1.2 PM THIS INSTRUMENT PREPARED BY: Name: KENT PRAGER Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: 1 33-19-30-505-0000-0530 GRANT MALO't , SE11INOI-E COUNTY CI_.I"RL:. OF CIRC:U1T COURT & COVIFTROL_LER BY. 9Ciii6 I'9 1498 (11"ss) CLERK'S T 20171 3658 RECORDED 10/13/ 201.7 0--:51: - "1 E?I-.;.:.?rtUING LEES $lit„lit_i y'=' RECORDED BY hdevnl'ta APvy r p 1 '.k The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 135 MAYFAIR CT SANFORD, FL 32771 d R VILLAS PB 22 PGS 9 & 1 2. GENERAL DESCRIPTION OF IMPROVEMENT: ALUMINUM SUNROOM oa 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: DOUGLAS OR SHERYL JACKSON 135 MAYFAIR CT SANFORD, FL 32771 Interest in property: FEE SIMPLE Fee Simple Title Holder (if other than owner listed above) Name: same Address: 4. CONTRACTOR: Name: PRAGER BUILDERS, INC Phone Number: 407-324-9960 Address: • 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 5. SURETY (If applicable, a copy of the payment bond is attached): Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 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. Name: KENT PRAGER Phone Number: 407-324-9960 Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 8. In addition, Owner designates KENT PRAGER of PRAGER BUILDERS, INC to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 407-324-9960 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) 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. Signat r o er or Les ee, or Owner's or Lessee's Authorized Officer/Di or/Partner/Manager) State of county The foregoing instrument,was acknowledgeg_be me this ` by 8- cl itc Name grperson making statement who has produced identification type of identification produced: 1,,nY pie,, BRYAN OORION Notary Public - State of Florida M : Commission # FF 18.1319 My Comm. Expires Mar 27, 2019 Banded through Naticnal Notary Assn. DOUGLAS OR SHERYL JACKSON Print Name and Provide Signatorys Tide/Office) day of (w-`Q-, 2o4 Who i rsonally known e OR r If 10 017 07:58 4073223039 P Fro .ger Fns; idol} 324-9980 To: Prager Fax Builders Fax: r32112d3A068 Page 2 of 4 oer2o120l7 9 02 AM MC^nH' AS DAA'lurrliriu n 8 Gori taut titJr; en'::;3n6 PAGE 01/07 n Types: RECORD COPY Screen Room 647- 4&17e Pool Screen/Cage (Non -Removable Screen -- Designed to withstand actual Wind Speed) Car Port Patio Cover REVIEWED POR CODE COMPLIANCE other: PLANS EXAMINER 7' i I I• I- i'1 Contractor Name: Addres SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A city: r4 Foz bG,- . LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTOLATE, CANCEL, ALTER OR SET Zip Code: j% f SASIDE HAONYOF THERITY PROVISIONSPOVISONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT PhoneIFax: THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, Email: CONSTRUCTION OR VIOLATIONS OF THIS CODE Choose One: Illlail Pick Up E-File Fed Ex* No aw Copies For FedEx uptiou go Lu zuxi provide rcdEx Account fl) Payment: Check Credit Card* El For Credit Cazd option gu Lu www.aluwxwiutl5creendesign..conito pay by credit card) Engineering prepared by: Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811 OfficeA07- 734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-0-5n4 FRY, 888-923-8181 Email: aluminumscreendc*ignoyAhoo.com Website: www.aluminumscreendesi n.com cA*sos3o G 17- 3101 10/17/2017 07:58 4073223039 P PAGE 02/07 s „`* 4• 4 `1^, ' r .IT ...... •t i1 f? v • ri i Lr r . Q i L' i ; t K? tl rt g Ultimate Wind Speed (mph): /r Exposed Category: C Risk Category: 1 Screen Room: - 64--r S'uv 6-a Insulated Pan Roof Fascia Wall: Block Conventional ,r-,ors " Uprights _X 3 Top Plate -; X 3 Kick Plate _ _ u Pool Scrlven/Cage : Dome Gable Mansard utter Wall: Block Conventional Beams X Uprights X Purlin X Car Port: Insulated Pan Fascia Walt: Block Conventional Beams X Post X Patio Cover: Insulated Pan Fascia Wall: Block Conventional Seams X Post X Concrete: Existing n New: 4"Slab iPier Ribbon Footer X Pavers Other: Ire p 67P )90v,e — A/Ur %£n'Io 1//^IC- 9--\-`/S77A1C- S'6i4-B) 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. Engineer: Michael Thompson, MSc, P.E. (PE#47509) 4404 vineiand nand euito A61 Orlando, FL 7:2911 CA#30930)-Ph 407-734-1470/Fax 407-734-9790 u ~ ,,. IPrZ' General Notes & Design Standards Screen 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: -140 MPH (FBC Table 2002.4) (40 psj) 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/orstructuralengineer, 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 thereviewandapprovalfromthedesignerand/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 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com A-* o N, F F.n,, 17 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 #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 =140 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 = 7'-3" 2 x 3 Purlins = 7'-3" 2 x 3 Wind Brace = 8'-9" 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 1/4" Reinforcinp_ 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 Al85 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. Michael Thompson, P.E. #47509/CA#30930 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. 140 MPH PRIMARY BEAMS & COLUMNS -SCREEN PATIO ROOM ENCLOSURES ROOF PANELS Beam -Size Max Beam Span & Max Column Spacing Column -Size Max Column- Height Pan Roof Span Insulated Roof Span 2 X 3 6'-0" 2 X 3 7'-6" 3" Spans 12'-5" 3" Spans 13'-10" 6" Spans 18'-S" 2 X 4 8'-0" 2 X 4 8'-0" 2 X 5 9'-6" 2 X 5 8'-6" 2 X 6 10'-6" 2 X 6 10'-0" Knee Bracine: 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'. Purlin: Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". 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 1'-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. Edte Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or tooter. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com r- m LD CD cis IL IL CTIm mm CV mti mv co LO r- CD im 14 i 3s Ap-o" .-I ry) Ad in the event nt a qPAPA ill Mgfiher sizes shown on the plena and the ple.f@i fin.tws, the epntr8ctor must utilize the riore Ofit pni mimttr size requirements. r r~ LD WT d CL In the event of 00 the plans anoes the o 7 a general 1nmember u61ue the nol sizes shown r m the more stringent membnrsizCOntrBctor requirements, t ti @ N r` r- I F F 0 ti O w CD CL CD OCY, NN CriN O O LO NO r- ON N 0 1 ,- PF o k.C.c`s ar"7 r Y V J o o-rs 4 thlti+' C s E f f 4 K, 10/17/2017 07:58 4073223039 PAGE 07/07 t NLAI UI- " I3UI,JIIII]AKY" SUKVtY for SAM U EL A TISH Legal Description Lot 53, MAYFAIR VILLAS, according to the plat thereof as recorded in Plat Book 22, Public Records of Seminole County, Florida. Pages 9 and I of he r r + • - ram .1- r '^- FOUND 1" IRON 4- ry Fn U ti . 0 7p. AS ry & FOUND IRON & CAR #1653 0.40' NORTH & 0-50' WEST 55 EAti! 25.00' SET jRON & ICAP #3382 5-1 12 [ Y-b r 0 &) e-10 ug 2 SCALE: 171= 209 10/17/2017 07:58 4073223039 P PAGE 03/07 PRAGER BUILDERS, INC. 5450 Bryant Avenue - Sanford, FL 32773 Telephone: (407) 324-9960 • Fax: (407) 322-3039 State Certified: #CBC053007 1 y www.sUnrOOMpro.com o ' An r' annRESs tom++, ' C'et- t* cti1 rf T - -7 I ` DIRECTIONS: SCREEN: ' / CATEGORY: lot FLAT: GABLE: TIE IN: ROOF SIZE;/J C 'I PE: {? f `J DOORS // 'n r X KICKPLATE: GLITTERS: h Crl [ F c7 a {1l WINDOWTYPE: PORCH CIVERHANG: HOUSE O.H.: PEAK: 1f,,3•'i''LC t? SIDE- FAN BEAMS; / EXISTING DEMO: (' 1C'!jl2 at,f C'kl hLt:t_'1KICAL: :r 1 (1 / 41-.V it ' 4:- GATE CODE: " wvnv.sunroompJL ox'11 1LLLiL tr u NOTE: Ij IIAMLINE Cl2ACIQNC OF NEW CONCRLT i ELAgB IS n f' ^ NinTBTt A. ANDW¢RWANSWP t7tfP.&AI=D reset znARS, Comwor cxprc** reser m aA cmoactorsr ipechanics and —teziai COMMON OCCURRrNU. man's lien which may be asserted under ally previsions of the law to 2)' SPRINKLER SYSTEM MUST BE RELOCATED BY CIISTONCUL secure payment of the coGu t Prleo and may assert sod fix the same as a 3};?DRAINAGE A7 BASE OF ROOM IS RESPONSIBILITY OF lien upon the rea1.pmp&7 —which installation is made. HOMEOWNER Purchaser agreesio supply eh ctrica] power atjab mtc. 4) FLOOR MAY REQUIRE LEVELING FOR TILE INSTALLATION. 5), OWNER IS RESPONSIBLE FORANX ?INSPECTION FEES DU£ TO WACCESSTBII= ORMSSING PERMIT. 6) HOMEOWNER ISRESPONSIBLE FOR HOA OR ARC APPROVAL. 7) ALL WORK AREAS MUST BE FREE OF DEBRIS AND Email• FURNITIIRE NfiTFR" 1 r /.V-14- if v-f t 'j ,L , s L IINW 1—q —a 0- eBAbaat attic accept the, same an the tams and conditions printed On, the r AVe oido as stated above. OON7'lrNC);' PlEtl C" Pbrcha3er.' '" t i p2fe; %D P DEPOSTT EStinyuaC w' . Terms: 9ALDUE Cash. Check. 3% Convcmenee Fee for Credit Card transattio»s. lwanW Yeeafa"Ie lyr/d r ALUMINUM SCREEN DESIGN6'X ATFASCIA FWITH# o01"6 TO FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 6" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 7" PER PANEL 2X2 POST .046 OR GREATER 2 HINGE 2X3 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C. INSULATED KICK PLATE IS ATTACHED TO STRUCTURE WITH 910 1" 6" FROM ENDS 18" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 910 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP 1X2 IS ATTACHED TO FRONT WALL WITH #10 2" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3" OR, CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 910 2" OR, CAPRI CLIPPED WITH (4) #10 1 " PER CLIP & BLIND CLIPPED WITH (4) #10 1" PER CLIP 6" ROOF IS ATTACHED TO 2X4 W/ (4) 910 7" PER PANEL 6" INSULATED ROOF IS ATTACHED TO ALUMINUM STRUCTURE WITH #10 7" 6" FROM ENDS 24" O.C. 2X3 SIDE WALL TOP PLATE 2X4 IS ATTACHED TO EXISTING TRUSSES W/ #10 4" 6" FROM ENDS 24" O.C. 1X3 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS 2X3 CHAIR RAIL IX3 IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROADALUMINUMSCREENDESIGNALLTAPCONSSHALLPROVIDEMINIMUMOF11/8" EMBEDMENT DEPTH @YAHOO.COM THIS STRUCTURE SEANCE TO MEET THE REQUIREMENTS SUITE A6 OOFTHEFLORIDABUILDINGDE FOR OP N AND SEMI-OEN STRUCTURESS ADSHALLWITH STAND ULTIMATEEDITION)F THE2014 (5TH WIND ORLA FL 32811 PHONE: 407-734-1470 SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 11. FAX: 407- 734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION P.E. # 47509 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS rS CA#3 093 0 ALUMINUM SCREEN DESIGN ATTACHMENT DETAIL CUSTOM WINDOW ALUMINUM FRAME WINDOW 10 2" 6" FROM ENDS O 24" O.C. ON ALL SIDESTOALUMINUMFRAME B #10 1" THRU FACE 6" FROM ENDS 24" O.C. ON ALL SIDES TO ALUMINUM FRAME ALUMINUMSCREENDESIGN.COM ALUMINUMS CREENDE SIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 2X2 POST .046 OR GREATER 2 HINGE HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C.1 INSULATED FILLIN PANEL C-CHANNEL IS ATTACHED TO ALUMINUM STRUCTURE W/ O #10 1" & TO CONCRETE W/ 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. @ C-CHANNEL IS ATTACHED TO INSULATED PANEL W/ 10 1" 6" FROM ENDS 18" O.C. DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORL FL 32811OFTHEFLORIDABUILDINGCODEFOROPENANDSEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY II. P.E. # 47S O9CONTRACTORSHALLFIELDVERIFYALLPLANSDIMENSIONSPRIORTOMATERIALPURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 093 C ALUMINUM SCREEN DESIGN CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) CONCRETE SHALL BE A MINIMUM OF 3000 PSI FOR COVERED STRUCTURES, CONTRACTOR SHALL SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE ALUMINUMSCREENDESIGN.COM MICHAEL THOMPSON ALUMINUMSCREENDESIGN 4401 VINELAND ROAD @YAHOO.COM SUITE A6 ORLA O, FL 32811PHONE: 407-734-1470 P.E. # 47509FAX: 407-734-1790 CA#30930, REQUIRED INSPECTION SEQUENCE Address: \35 tAA-11FA%RZ C.T AUILIDING ]PERMIT min Max -. inspection Description Footer / Setback Stemwall Foundation / Form Board Survey p Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Zo 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 L900 Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) EL'ECTRI CA'L FE'RMIT - Min Max I[ns ection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MIN I Min Max Inspection Descri Lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1HANI I III I Inspection Description Mechanical Rough i r '• .<P 1 v ' .+u t' _ ... [;'ogF:ai7Sid' is :+ 4• l: -.;:r•t S::.a+,•'• %TiSn r;Y'' r lvA: Inspection Description Gas Underground Gas Gas Final REVISED: June 2014 W CITY OF SANFORD BUILDING & FIRE PREVENTION F1 . [T..AePLLCATION___._. _ Application No: 11- 3 M Documented Construction Value: $ q 4 ©. D0 Job Address: 1-35 Mayfair Ct Sanford F132771 Historic District: Yes No . Parcel ID: 33 19-30-505-0000-0530 Residential Commercial Type of Work: New .Addition 0 Alteration Repair Demo Change of Use Move Description of Work: wiring a glass sunroom with 5 recep 1 GFI 1 light and 1 fan Plan Review Contact Person: Phone: 407-323-6958 Randy LaBour Fax: 407-323-1154 Title: President Email: ticelectricinc@bellsouth.net. Property Owner Information Name Jackson Douglas W & Sheryl L Street: 135 Mayfair Ct City, State Zip: Sanford, FI 32771 Name TLC Electric Inc Street: 2534 Park Dr City, State Zip: Sanford, FI 32773 Name: Street: City, St, Zip: Bonding Company: Address: Phone; Resident of property? : Yes Contractor Information Phone: 407-323-6958 Fax: 407-323-1154 State License No.: EC0002027 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction 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: 51h 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 managzmen districts, sYate ageitcies; o feder T ageric'ies. 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 theexecuted 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 constructi d zonin Signature of Owner/Agent Date ignature of Contractor/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 Randy LaBour Print Contractor/Agent's Name 0 0(,/;, 92. Si ature of No ry-StateEno QEBBIEBLANTONYCOMM1S510NttFr1 /8na92019XPIRES: February25,'ded 7hru ldotay Pu6tic Undenariters Contractor/ Agent is 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: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application