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Home My WebLink About117 Mayfair Ct (3)CITY OF SANFORD a j BUILDING &FIRE PREVENTION PERMIT APPLICATION F C 7ApplicationNo: l ae Documented Construction Value: $ 0 Joh address: % / -7 Historic District: Yes No Parcel ID: I % 3 D 5 0 D 6 O O O In 0 Residential Commercial Type of Work: New Addition Alterationg Repair ` DemoEl Change of Use Move Description of Work: M. yp-/lac _o G6-0— Plan Review Contact Person: Phone: `/ G 7 Dt,Y9 K hax: 00 71 a-- 3 Property Owner Information I Title: Ci Name A A V— Xen' i A Phone: _ y 0"7 6- 0 7 Street: Resident of ro e PPrtY? City, State Zip: d X i 6EE t+3 r S ql i Contractor Information Name Phone:: Street: — &/-* i"/ Fax: I 0 7 ;?3: - 2 a:? 7 Cit y, State Zip: 4-1+r1 F/ 7:7.3 State License No.: 4? C 0S <3 C., tr' Architect/ Engineer Information Name:]' L c U-----ems ) t r Phone: Street: V Q0 / V i,,e %. ^ CZ 01 Fax: _ City, St, Zip: d-25/ , ?,a %/ E-mail: 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. re " 7 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 ofa 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, Q furnaces, boilers, heaters, tanks, and air conditioners, etc. O. 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 0 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. d 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 , 1 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. r 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. J /Y? 4e L4-v I 00114 Signa of weer/Agent Date Signalurl of Contractor/Agent Date 1, le Print Owner/A Print Contra ame doSi -fate Date • pV P • BRYAN DORIONtPUB• BRYAN DORION '?*• .+ Notary Public - State of Florida Commission # FF 1813 99NotaryPublic -State of Florida : ; r. . r: E.« : •"c Commission # FF 181319 MY Comm. Expires Mar 27; 2019 Pac M Co gyres 2019 . Bonded through National Notary Assn. Owner 't'4'' >! i a or Contractor/Agen is e o a - n n to Me or Produce 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 # of Heads Job. APPROVALS: ZONING: 10?.S' l UTILITIES: COMMENTS: ENGINEERING: lei (moo.. n-r+r FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No, WASTE WATER: BUILDING: SF // /'14 Revised: June 30, 2015 Permit Application SCPA Parcel View: 33-19-30-505-0000-0490 http://parceldetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=33 193050... n Property Record Card Al Mwn, C FA Parcel: 33-19-30.505-0000-0490 PXP;M Owner: KENDIG LYNNE H Property Address: 117 MAYFAIR CT SANFORD, FL 32771-7707 rav r%uj Assessed Value i Tax Amou 5 2015 75.94TR Save Our t Does NOT INCLUDE Seminole County GIS Legal Description LOT 49 MAYFAIR VILLAS PB22PGS9&10 Taxes Taxing Authority Assessment Value Exempt Value County General Fund 87,388 Schools 87,388 City Sanford 87,388 SJWM(Saint Johns Water Management) 87,388 County Bonds 87,388 Sales i of 2 10/6/2016 10:05 AM 5450 Bryant Avenue • Sanford, FL 32773 Telephone: (407) 324-9960 • Fax: (407) 322-3039 State Certified: #CBC053007 www.sunroompro.com l j # 7 j E I kA to n # DATE 0 ' 'i • ADDRESS 11 1 IV r DIRECTIONS: Lj L,,A 1a , SCREEN: ;// y CATEGORY: 1l FLAT: GABLE: TIE IN: ROOF SIZE: TYPE: DOORS: KICKPLATE: GUTTERS: WINDOWTYPE XX FRAME COLOR: /Sfo % 2—C.- PORCH OVERHANG: HOUSE O.H.: SOFFIT? PEAK: / SIDE: FAN BEAMS: SLAB SIZE: EXISTING SLAB: DEMO::r.i o v 4/dam r ELECTRICAL: gxW ll'tc , e,k /d G1i , rt Gvj GATE CODE: vsunroompJl o.co LLILJL MATERIAL AND WORKMANSHIP GUARANTEED FOR 2 YEARS. INITIALS NOTE: 1) HAIRLINE CRACKING OF NEW CONCRETE SLABS IS A A Contractor expressly reserves all contractors, mechanics and material COMMON OCCURRENCE. /f MUST BE RELOCATED BY CUSTOMER. r /9man's lien which may be asserted under any provisions of the law to 2) SPRINKLER SYSTEM secure payment of the contract price and may assert and fix the same as a 3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF Alienupontherealpropertyonwhichinstallationismade. HOMEOWNER. Purchaser agrees to supply electrical power atjob site. 4) FLOOR MAY REQUIRE LEVELING FOR TILE INSTALLATION. 5)• OWNER IS RESPONSIBLE FOR ANY REINSPECTION FEES DUE TO INACCESSIBILITY OR MISSING PERMIT. 6) HOMEOWNER IS RESPONSIBLE FOR HOA OR ARC APPROVAL. 7) ALL WORK AREAS MUST BE FREE OF DEBRIS AND F ;1• FURNITURE. NOTES:: w.c1 Pt Hxi r„c.•c•i // // // N AC// % r (AJ s.n t.Y e) t.e,.i 114 .)' r 11..E-aCr li C .L w_-, J•$ c / I/We have read the forgoing proposed contract and accept the same on the terms and conditions printed on the reverse side r lk e c ` as stated . 1 above. rnn rn err Dame Purchaser: Z1 01 ate Estimator: _Terms --.L Cash, Check. 3% ConvenienceFee for Credit Card transactions. Two full years labor and material guarante BAL. DUE K 2 y 41 kevision _ City of Sanford sponse to Co, tt = Building & Fire Prevention Division y Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # f ^ cJ u "> S bmittal Date G f 7 Project Address: Contact: o Ph: 6 Fax: L/ 6 % 2,zqc z039 Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning V2 Engineering Fire Prevention Building 4r 11-1-14, CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 f Application Number: 16-2837 Project Description: Screen Room Alteration lob Address: 117 Mayfair Ct PLAN REVIEW COMMENTS Date: 10/26/16 Contact Name: Bryan Contact Email: info(& pragerbuilders.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Please submit two (2) copies of Florida Product Approval and corresponding manufacturer installation instructions for the door that will be installed. The specific door listed on the Product Approval sheet FL#161 has 2 types — 161.1 and 161.2. Please include the correct installation instructions for the door that will be used on the project. FBC 107 2. Please submit two (2) copies of Florida Product Approval and corresponding manufacturer installation instructions for the windows that will be installed. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner Fiorey, Steve From: Fiorey, Steve Sent: Wednesday, October 26, 2016 12:44 PM To: 'info@pragerbuilders.com' Subject: Plan Review Comments Attachments: 16-2837 117 Mayfair Ct (Screen Room Alteration).doc Please see the attachment for your plan review comments Steve Fiorey, CBO Residential Plans Examiner City of Sanford Fire Department Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32771 Office: 407.688.5065 Fax: 407.688.5152 REQUIRED INSPECTION SEQUENCE BUILDING PERMIT Min Max )Ins ection Descri tion 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) Address: /i 7 Cy ' ELECTRICAL PERMIT. Min Marx 1lns ection Descri $lion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 4 Kt +.,: M ?h : v+" 'aFi.:k 'M'T^W 0"a Wf, Min Max Ins ection Descrll tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min MaxInspection description Min 1Max Mechanical Roug Mechanical Final Gas Unde Gas Roug Gas Final n REVISED: June 2014 Permit Number: Folio/Parcel ID #: 0 Q 60 0(") Y9 -0 Prepared by: r Return to: H I'h'F:Y(lNHE HORSEY EI'ITI101_E COUNTY ERK. OF CIRCUTT COURT is CO!'IF'TROLLER 9K 8291 P9 U2 1 (11''s ; CLERK'S Y 2016110245 RCCORDf D 11't/24/2011_, 11.:1-2 ° 2 r' fill RI_CORD 11,4G FEE_ $10.00 RECORDI:a:) BY hdevore NOTICE OF COMMENCEMENT State of Florida, County of Orange 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 descriptio of the pr pert , and street address if available) 2. General desc6p46n of improvement 3. Owner information. or Lessee info Name L., 014 , j Address Interest in Property _'- Name and address o fee simple Name Address 4. Contractor ' Name 7 4-i3i Address 5. Surety (if applicable, a copy o the iz Name the Lessee contracted for the improvement if different from Owner listed above) nt bond is I.- Telephone Number V c i Y-_y !S4t, a Telephone Number. Amount of Bond $_ 6. Lender Name Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name Telephone Number Address 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address 9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) 5=1 aF= iE 411 4...e 07 jT 2 n 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. or Lessee, or Owner's or Authorized Officer/Director/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me this __ day of . ; C// e , _ - month/year name of person as Ty authority, e. ., Si a of Nota Ij Personally Known JKOR Type 66p,S,uc4a, ,. CLERK UioCOMP SEMIND Form cog,_ r for ice ustee, attorn in fact Name of part behalf of who ent was executed a Fd Print, type, or sta commissioned name of Notary Public Pro ` 4 Ry pp BRYAN DORION Notary Public - State of Florida Commission # FF 181319 LND My Comm. Expires Mar 27, 2019 I g '+:fda: • pC i 4 OF F i; ' Bonded through National Notary Assn. 016 _ DEPUTY CLERK 10/17/2016 08:24 4073223039 P RECORD COPY PAGE 01/05 an MEIN, am % Nkl ALUMINUM SCREEN DESIGN Im D110AM' to A;:I;r, n.Jrr' & Corss iuction Engineer;n9 REVIEWED FOR CODE COMPLIANCE S1r PLANS EXAMINER Plan Types: oAr-zr JO-ItIze*101 DATE Pool screen/Cage (Removable Screen Remove screen when wind speed exceeds 7 MPH) Pool Scree Non -Removable Screen - Designed to withstand actual Wind Speed) Port o Cover R er : -Pf .AK- rvt;I • ••• • •-- Project Address: Contractor name: PRAGER BUILDERS INC AddreSS: 2938 STONEWALL PL City: SANFORD 5t-C45 WAWA A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET ASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THEBUILDINGOFFICIALFROMTHEREAFTERZip Code: 32779 REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTIONORVIOLATIONSOFTHISCODEPhOnelFax: 407-383-9555 / 407-322-3 139 Emall: IN1'O@PRAGERBUILDERS.COM MO of Copies Choose One: Dail Pick Up Fed WE] edEx accoacc No o For FedEx option got to www.atumir,rmscreendesi n.com and provide F \DiNe Payment: Check[] Credit Card * p credit card] s.NF®RD For Credit Card option go to .: 6—M alrgminumscr'eendestan.cam to ay by Engineering prepared ny: v °/fART I ry OCT2 JAV 28 37 Ui1A Engineer: Michael Thompson, MSc. P.E. (P-E. #47509) 5200 Vineland Road - Suite 25a, Orlando, FL 32811 10/17/2016 08:24 4073223039 P PAGE 02/05 Nil 'IBM ALUMINUM SCREEN DESIGNNNA5' M Aiur:indrn Carsiruc in enr insBring Ultimate Wind Speed (mph): ' O- Exposed Category: C Risk Category: Screen Ito insulated Pan Hoof Faecla Wall- Rlnck Conventional Pool Screen/Cage: Dome [] Gable Mansard[] GutterEl Wall: Block[] Conventional Beams . x . Uprights _ x — Purlin x_ - Car Port: Insulated Pano FasciaE] Wall: Block f-1 Conventional[] Beams x Post x ... Patio Cover: InsulatedE] Pan] Fascia Wall: Block] Convent"tonal Beams x Post x 1 1St1 g New: 4" S1abL1 P11er[]Ribbon Footer ^x PaversE] M 5 General Notes & DesijIn Standards Fiberglass -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. Desien Codes: Florida Building Code 2014 (5" Edition) Aluminum Design Manual 2010 ASCE 7-10 Fiberglass Structural Design -Manual Pultrusion Design Manual of Standard and Custom Fiber Reinforced Polymer Desien Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -140 MPH (FBC,/able 2002.4) (40psf) Risk Category: -See attach site specific plan sheet (FBC 7 ible 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 I 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. Desien 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 4100 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com EIN Structural Fiberelass: Conform to latest edition of Florida Building Code and Pultrusion Global Design Manual All fiberglass shall be a minimum (E= 2,600 ksi; Fu = 30 ksi ASTM D-638 with Fy = Fu/FS => FS = 2.5 Bending; 3.0 Shear & compression; 4.0 Tension & Connection) with a minimum wall thickness of 0.125" Splicing prohibited without prior approval as to location and type. Deflection shall not exceed L/150 and L/100 or'/4" whichever is greater for cantilever. 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 Chair Rail = 5'-0" = Combination of (I -Beam double stack 2x4) + (2" X 3 1/2") + (I x 3 1/2" channel) Header Beam = 5'-0" = Combination of (I -Beam double stack 2x4) + (2" X 3 1/211) + (1 x 3 1/2" channel) 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'/4" Reinforcine Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM Al 85 Welded Wire Fabric shall be ASTM A 185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" 4100 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com k R:. Ala is c yWasher: 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. 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 Max Beam Span Insulated Max Column Max Column- Roof Beam -Size Spacing Column -Size Height Pan Roof Span Span Combination of double stack 2 x 41- Beam) +( 2" X 3 1/2" rec tube)+(1 x 3 3" Spans 12'- 3" Spans 1/2" channel) 5'-0" I -Beam 2 X 4 9'-0" 5" 13'-10" 6"Spans 18'-5" 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 5'-0". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate aluminum header beam supported with 3 x 3 aluminum 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. Edee Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. 4100 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com n M Mm M Cl, ra MN m CV 66 m CD LO r- r- m c-, 4-- qz -- 9"6 u In the event of a conflict in member kes Am on the plans and the general notes, the cmftWor must utilize the more stringent member size "irements. r r 10/17/2016 0e:24 4073223099 P PAGE 05/05 BOUNDARY SURVEY L,F"A DESCRIPTION: UNIT 49, MAYFAIR VILLAS, A CONDOMINIUM, ACCORDING TO THE DECLARATION OF CONDOMINIUM, DATED AUGUST 30, 1978, AND RECORDED IN OFFICIAL RECORD BOOK 1195, PAGE 970. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AMENDED INJ OFFICIAL RECORD BOOK 1213, PAGE 413 AND PLAT BOOK 22, PAGES 9 AND 10, PUBLIC RECORDS OF SEMINOLL'C r%"K!T'V P1 nPIF)A- -tC)(%.FTt4FP WITH Al I OF ITS APPURTENANCES ACCORDING TO THE DECLARATION.. R, THE ABOVE REFERENCED PROPERTY IS LOCATED IN ZONE Y, AREA OF MINIMAL FLOODING, As PER F.I.R.M. COMMUNITY PANEL NO. 12117CO065 F, SEMINOLE COUNTY. MAP DATED SEPTEMBER 28, 2007. iL4 Q) O N90,00,00,w 104.79' U.) Q) 1.— 4 1. Ir 9N" FAWY REMNCE h_3 C) Gov Q) fNT N 214 C3 k 6: 145A20(M.) H.O.S. av N_ N901001000E 75.94' (M.) 21,5 co- jffGbk I VILLA L)frtl VL Ve- -v— XIM 1V11kr ,,M CERTIFIED W. FIRST FLORIDA 77TLE AND TRUST OLD REPUBLIC NA77ONAL 777LE INSURANCE COMPANY L MNE HAWLEY KENDIG 117 MAYFAIR COURT 10/17/2016 08:24 4073223039 P r PAGE 03/05 F GER B U Il.DIERS11N U, 5450 Bryant Avenue • Sanford, FL 32773 Telephone: ( 407) 324-9960 • Pax: (407) 32M039 State CelydAed: t#03C053007 www. sunlroompro.cow DATE 0 ADDRESS '' DIRECTIONS: Ir+ 0. 4 SCREEN: CATEGORY: FLAT: GABLE: TIE IN; ROOF SIZE: ,ram TYPE: _ DOORS: 7 KICKPLATE: GUTTERS: WINOOWTYPE: ? K F arr f rt L FRAME COLOR; r PORCH OVERHANG: / r HOUSE O W: Sc SOFFIT? _ ram PEAK; FS SIDE: FAN BEAMS: SLAB SIZE: DEMO: Ott- -C ELECTRICAL: ` A GATE CODE; q v n e{ a a { n 1.1/omp oo`> om www.sunroompro.com MATERIAL AND WORKMANSHIP GUARANTEED FOR 2YEARS. IN1TIAa- 5 NOTE: t) HAIRLINE CRACKTNG OF NEW CONCRETI_ SLABS IS A A Contractor e7cpressly reserves all egmracton, methalrlC6 sod material manB lien wbich may be asatn4d Under any provisions of the law to COMMON OCCURRENCE `' z)' SPRINKLER SYSTEM MUST BE R. rLOCATED BY CUSTOMER. - secure payment of the contract pries and may assert and flx the same as a 3)' DRAINAGE AT BASE OP ROOM 1S RESPONSIBILITY OF 1s lienuponthereelpropertyonwhichin6tallatiogismade. Porchomr agrees to supply electrical power at job sim- HOMEOWNER. 4) FLOOR MAY REQUIRE LEVELING FORTILE INSTALLATION, 5) OWNER IS RESPONSIBLE FOR ANY WNSPECTION FEES DUE TO INACCESSIBILITY OR MISSING PERMIT. 6) HOMEOWNFP IS RESPONSIDLE FOR HOA OR ARC APPROVAL, J 7) ALL WORK AREAS MUST BE FREE OF DEBRIS AND XL— lmail: FUMTURE. IIWe have read the Forgoing proposed contract and accept the sane on the terms and conditions printed on the reverse side as stared above, G Purchaser ate ni 12. t Estimator Terms; '7 Cash, Check. 3`yo Convenience Fcg for Credit Card tmnsactiops. Two full years labor and material guarante ATTACHMENT DETAIL CUSTOM WINDOW ALUMINUM FRAME WINDOW 10 2" 6" FROM ENDS O 24" O.C. ON ALL SIDES TO ALUMINUM FRAME 10 1" THRU FACE 6" FROM ENDSOB24" O.C. ON ALL SIDES TO ALUMINUM FRAME 2X2 POST .046 OR GREATER 2 HINGE HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 410 1" 6" FROM ENDS 24" O.C. 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. B C-CHANNEL IS ATTACHED TO INSULATED PANEL W/ 10 V 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL `I'HOMPSON METAL IS .046 IS 6005-T5ALUMINUMSCREENDESIGNALLTAPCONSSHALLPROVIDEMINIMUMOF1118' S OR GREATER,LEOMBEDMENT DEPTH 4401 VINELAND ROAD @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) r7 SUITE A6 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANTDO, FL 32811 PHONE: 407-747-1470 SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 IVIPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. TP.E. # 47509 FAX: 407-734-1790 COCONTRACCTO SHALNTRACTORSHALLLNOTIFVERIFY THE DIMENSIONS IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTIONLANSTERIALPURCHASE, FABRICATION AND ON CA#30930 V C City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address e el 7a 22 As required by Florida Statute 553.842 and Florida Administrative Code GIN-3, please provide theinformationandproductapprovalnumber(s) on the building components listed below if they are to beutilizedontheconstructionprojectforwhichyouareapplyingforabuildingpermit. We recommend thatyoucontactyourlocalproductsuppliershouldyounotknowtheproductapprovalnumberforanyoftheapplicablelistedproducts. Be aware that windows, skylights, and exterior doors must be tested inaccordancewiththeFloridaBuildingCode, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinA.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form2. A copy of the manufacturer's installation details and requirements for each product. Category -Subcategory Manufacturer Product Description Florida Approval include decimal) 1. Exterior Doors r'' n . win in i in Ell Sectional Roll U Automatic Other 2. Windows Sin le Hun orizontal Sliuer 2 as - Double Hun Fixed Awning Pass Through Pro'ected H^ Mullions Wind Breaker Dual Action Other Ui; i Z 2015 i June 2014