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Home My WebLink About1068 Laurel Ridge Ln (2)r lrrrniu nulwrla rula w++aw wiw urrw rr ll nmura r+wt rtu in wi CITY OF SANFORD E ` BUILDING & FIRE PREVENTION PERMIT APPLICATION JAN 12 2016 Application No: Documented Construction Value: $%C7 Job Address: ! S/ G . ` 2 /, X7116E Z. 2 t Historic District: Yes N& Parcel ID: , Residenti Commercial Type of Work: New Additi9or* Alteration Repair Demo Change of Use Move Description of Work:C/,ciL/,' Plan Review Contact Person: Phone,.?o7/%i'' /c 3 Fax: ACq A6 f Title: nEmail: a. a- &J b s(n %_ o"ivt J (• C n Property Owner Information p Name Phone: Street: /rl/I/ fc d a /61 Resident of p'r'operty.7,S' City, State Zip: uir L•r. x.c..nvroa.L at r: '.:a :.:aw := +' Contractor Information Name 4 ter- R Phone: _ 10 .3 de Street: 90 Fax: >_Q4y,67 City, State Zip: ,44W IK State License No.: Architect/Engineer Information Name:,. % , Phone -aa4lc-J Street: o 0,0 Fa JAX) 9a3 _9M/ City, St, Zip: /c L E-mail: a / Y L°/' t cs7 Cc, 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. 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 Cod Revised: June 30, 2015 Permit Application I 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 one i compliance with all applicable laws regulating construction and zoning. Si ature er/Agent to Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name rk Signature+ e o FIggIEguWTON to Signature of Notary -State of Florida Date MY COMMISSION 8 FF 178646 EXPIRES: February 25. 2019 puh. Bonded 7hm Notary Public Undenmters Owner/Agent is Personally Kno n to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID L Produced ID Type of ID ems. 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: FIRE: BUILDING: mil' Z • 0A 67 Revised: June 30, 2015 Permit Application ELM January 14, 2016 City of Sanford 300 N. Park Avenue Sanford, Florida 32771 RE: ESTOPPEL LETTER Accessory Structure (screen room on an existing concrete slab) at 1068 Laurel Ridge Lane 15-3436 This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for issuance of Permit No. 16-249 for the following work: Construction of a screen room on an existing concrete slab for Albin Carla L hereinafter referred to as the "Owner," recognizes that issuance of Permit No. 16-249 will be made with limitations as more particularly set forth herein. We the Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. 16-249, the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the screen room until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the screen room until all of the above referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above referenced project or the issuance of Permit No. 16-249. The Owner also agrees to the following as additional conditions for Permit No. 16-249: 1. An existing 8' x 10' concrete slab and proposed screen room encroaches into a 7 5' drainage/utility easement. Until the easement is vacated by the City of Sanford the property owner would be responsible to remove any portion of the structure encroaching the easement if and when the City deemed it necessary. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, subcontractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: gtu STATE OF FLORIDA COUNTY OF SEMINOLE is The foregoing instrument was acknowledged before me this to me or o 11\1/1111,I o4 1'r ';; PATRICK LAUNER Notary Public - State of Florida My Comm. Expires Aug 7, 2017 F op Commission # FF 0436661111111111 l L/ Signature Signature Albin Carla L 1068 Laurel Ridge Lane, Sanford, FL 32773 day of for s ' erase as identificaf otary Public, S e of Florida Print Name: My Commission Expires: by M.Tevelopment RevievAl6-Estoppel Letters -Hold Harmless AgreementsTstoppel letter-1068 Laurel Ridge Lyle (BP 16-249).doc C OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs a Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. t OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state I w requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or 1 lease. If a building or residence that I have built or substantially improved myself is sold or leased within l _ i in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must 1 comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 c I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and fessional Regulation and the building department may be unable to assist you with any financial loss you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be inelcourt. It is also important for you to understand that, if an unlicensed contractor or employee of an ividual or firm is injured while working on your property, you may be held liable for damages. If you ain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: I, Z,;, do hereby state that I am qualified and capable o erforming the requested construction involved with the permit application filed and agree to the conditio specs ed above. Signature of 0 ilder Date Form of Identification_ Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 SCPA Parcel View: 10-20-30-514-0000-0100 Page 1 of 2 C. David Jchn3on,CFA Property Record Card PROPERTY Parcel: 10-20-30-514-0000-0100 APPRMSER Owner: ALBIN CARLA L IAINOLEC:OUNT%I LORIDA Property Address: 1068 LAUREL RIDGE LN SANFORD, FL 32773 Parcel: 10-20-30-514-0000-0100 1 Property Address: 1068 LAUREL RIDGE LN Owner: ALBIN CARLA L Mailing: 1068 LAUREL RIDGE LN SANFORD, FL 32773 Subdivision Name: RESERVE AT LOCH LAKE Tax District: Sl-SANFORD Exemptions: 00-HOMESTEAD (2016) DOR Use Code: 0103-TOWNHOME Value Summary 2016 Working Values 2015 Certil Values Valuation Method Cost/Market Cost/Mark( Number of Buildings 1 1 Depreciated Bldg Value 137,571 132,754 Depreciated EXFT Value Land Value (Market) 30,000 30,000 Land Value Ag Just/Market Value 167,571 162,754 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 Assessed Value 167,571 162,754 Tax Amount without SOH: $3, 2015 Tax Bill Amount $3, Tax Estimator Save Our Homes Savings: i Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 10 RESERVE AT LOCH LAKE PB 76 PGS 27 - 33 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 167,571 50,000 1: Schools 167,571 25,000 1, City Sanford 167,571 50,000 1: SJWM(Saint Johns Water Management) 167,571 50,000 1: County Bonds 167,571 50,000 1: Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 5/1/2015 08486 0218 195,000 Yes Improved SPECIAL WARRANTY DEED 3/1/2012 07743 0524 167,200 Yes Improved Find Comparable Sales within this Subdivision Land h4://www.scpafl.org/ParcelDetailInfo.aspx?PID=l 0203051400000100 1/12/2016 N yy. h• / Gqo 12,00• 7.50 Oct, D-Ery ti dj° Jz 15.00' F 59, U.E. 40 Js 08. s, 4 Z 36 Cb ` / may. ?35 soo. o< 34 2.00' 2 1, 11Y °°' 6' So• ?boo. r—i 32 °o CO .2s.63' 39 %1 RECORD COPY T A- q ALUM N UM Aluminum & Construction Engineering Phan Typgs" Screen Room Pool Screen/Cage Pool Screen/Cage F-Icar Port Patio Cover Other: SCREEN DESIGN Removable Screen - Remove screen when wind speed exceeds 75 MPH) Non -Removable Screen — Designed to withstand actual Wind Speed) REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER 2--1 _ DATE Reference: Carla Albin New 0 Revision Date:11/23/15 Project Address: 1068 Laurel Ridge Lane City: Sanford Contractor Name: Luke Adams Address: 923 Wintergreen Blvd. City: Fern Park Zip Code: 32730 Phone/Fax: 407-255-3001 Email: laconstructionorlando@gmail.com SANFQRD BUILDING DIVISION A rEHMIT ISSUED SHALL BE CONSTRUED TO BE A I ICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY Or THE PROVISIONS OF THE TECHNICAL ODES, NOR SHALL ISSUANCE 05 A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER iEQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Chooae One: Mail Pick Up Fed Ex*[:] No of Copies For FedEx option got to www.aluminumscreendesign.com and provide FedEx account #) Payment:- CheckO Credit Card *F-] For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: 2'' V,U.2ibd o aJ:ioAIvds QNIa Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) # 6 - 25200VinelandRoad —Suite 250, Orlando, FL 32811 4 9 Office:407-529-3300 Cell:407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.com Website: www.aluminumscreendesien.com CA#30930 Ems BOA S ALUMINUM SCREEN DESIGNDA16minum & Construction Engineering Ultimate, Wind Speed ph):' 132 Exposed ryCategolry: C Risk Catego' p Screen. Room: Insulated Pan Roof Fascia Wall: Block Conventional Uprights x Top Plate x 16" Kick Plate Pool Screen/CaVge. Dome Gable Gutter Wall: Block Beams x Uprights Mansard Conventional x Purlin x Car Port: Insulated Pan Fascia Wall: Block Conventional Beams x Post x Patio Cover: Insulated Pan Fascia Wall: Block Conventional Beams x Post x 1 Concrete:, Existing_New: 4" Slab Pier Ribbon Footer x Pavers[-] Other: 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. Nis ri ALUMINUM SCREEN DESIGNEMEASDhimltunsL ::te.:ttUctscn &rxgin—:ing General Notes & Design Standards P 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 (51 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 psi 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 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com ME ALUMINUMSCREEN DESIGN Emil_ Ltu ni:sur. Y. c : i; uci rn Cng nr—:ink 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 =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'/a" 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 Alienment• 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. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www. aluminumscreendesign.com EIN 'Mm' A S A1.UM1NUAA SCREEN DESIGND-Im-niftwnt _ C'uz-i Qc1«n Lrtgrr,,r_•.1nu 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 & Max Column Max Column- Pan Roof Insulated Roof Beam -Size Spacing Column -Size Height Span Span 3" Spans 2 X 3 6'-0" 2 X 3 7'-6" 12'-5" 3" Spans 13'-10" 6" Spans 18'-5" 2 X 4 8'-0" 2 X 4 8'-0" 2 X 5 9'-6" 2 X 5 8'-6" 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'. 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. Edge Distance: Contractor is required to install uprights to provide a 3" minimum clearance from edge of slab and/or footer. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com ALUMINUM SCREEN DESIGN EXTRUDED FASCIA IS ATTACHED TO 3^ C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH #10 2" 6" FROM 3" INSULATED ROOF WITH #10 1" 6" ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) 910 P PER SIDE FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH#10 V 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 4" PER PANEL 2X2 FRONT WALL TOP PLATE 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR . DOOR JAM STANDARD DETAIL o" to 36" 2 HINGE DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.0 2X3FRONT KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP RT Tl TTI 11T TDDrTI \IIT'rU /A\ 41 A 1 tt DUD !lT Tn 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", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP INSULATED ROOF IS ATTACHED TO UMINUM STRUCTURE WITH 010 4" SIDE WALL TOP PLATE 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. ALL UPRIGHTS f ."ol:r1llc4c7•I l 1X2 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. ALUNINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND RD. AL SCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH $ jn'j'E 250@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE # : 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND O O, FL 32811 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 1. f P.E. # 2811 FAX #: 8 8 8-923 -8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER %Gv EDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS _ A CA#3 093 0 LEGAL DESCRIP770Nt LOT 10, RESERVE AT LOCK LAKE, ACCORDING TO THE PLAT 7HEREOF, RECORDED IN PLAT BOOK 76, PAGE(S) 27-XX OF 7HE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. i IR sts.• 106E LAUREL RIDGE LANE, SANFORD, FL PREMIER TITLE OF CENTRAL FLORIDA Long Surveying, Inc. Slwhillzfng Its Restdeultal Sunrptng" LB,Vo. 7371 143 Villa Di Este Terrace 1/113 Lake Mary, FL 32746 Office 407-330-9717 or 407-330-9716 Fax 407-330-9775 Ivuv:Iongsmve)•;ng.coM DRANK Or C Erm Br CGM IBRM CERTNED IOr CARLA L ALDIN PREMIER TITLE OF CENTRAL FLORIDA WESTCOR LAND TITLE INSURANCE COMPANY EQUITY LOANS LLC d/b/a EQUITY PRIME MORTGAGE 22094 PANEL: SUFAC Frnu DATE: 00700 F 09/28/07 am zom Sm er No rdW DAM 63209 05/08/15 boundary .Survey TRACT "A" MUL77PURPOSE EASEMENT pP ev S46100 06 v 31.00' (P) V 5 o S46170 O6"W 31.03' (M) ,`@ 41_ 1 Nf BWOIT'E(P- li'Tf - 201.10L'W) 7.5' D. coNa LOT 9 _ a tea.. v i hpQ I°• O v4 lullUK L22C u 1u 71tin STORY i I •' I O 11068 I L1• h ' y 1 2 2 S CURVE TABLE [P] 2a4 1• 1 6t CURVE RADIUS LENG7H DELTA C- 1 22.12' 5248'09" ae024.00' CURVE TABLE [M] v CURVE RADIUS LENG7N DELTA C- 1 24.00' 22.11' 5248,08. N4610003' E 11.88' (P) N46100 05'E 11.90' (M) I ! _ - 24q LAUREL RIDGE LANE ` (o OVED PLANS Al - aNnrA aa- stoat cam aaa- cnvTRaw BLM SIRUCIUTE am- cavamlm ua•R.NLENT Dove- co%vm D - am DE- DRALYACY: EASE16VT C EAST F. F.E- FHSNED FLOOR ELEVATIOV O.- vnv7WGTw LP. - RM PIPE La - may ROD Loa - NON ROD a DAP L - ARC LOMM LA- LARD SLRVI-IM OUSPAW LS- LAAV SLRW M NACASEFM NORTH- H, W - NA6 AND NSIT P - PUT Ra - PaWT OF aiRVAIM P. Ca - P0Wr LFDOIPaW affVA7LRE P.C. P. - PP UMIE T CONTROL FOWT PL - PROPERTY LNE P.aa - POWT OF MGM" P.aa - POW OF OOI0/OKi1ENi P.M. - POW CW WE Par.- PaNT OF REVERSE a.RI1r PJM - PERAlANw RDMZD L>E YaVULBNT P.T. - POW OFTANGl71T R - RADWS R/w - RIaLT CF WAY S _ S EWAIK Sam U& - U7JLW EASEVENT w - Ntsr WF.S. - *= FRAUE STMJCRM£ 0 - SET W Loa PSV Leflin RtW-CF=- wAr LWE cEmr mm e BARB Nff PENCE A hell» FENCE atAN WX PENCE' F--{-— PUSTro FENCE BEARINGS SHOWN HEREON ARE BASED UPON 771E CENTERLINE OF LAUREL RIDGE LANE BEING N 46100' 03" E PER PLAT Rolm 1) 7hk w y k bmd m Les hqd deem tka m p n d by the etch 2) 7Ak Ssw)w how not absbaobd tM Arrd dross heron i r ems ntrV r"tff of my w rssabtlais of record Mkh may affect the We w use of the lmd 3) Do not rw.mstnrct property 1hes ran bufdg On 4) No tbo0g or owrhmps have ben located aw*t as aboun J) No kwowneits ar utmke have ben located accept m Atom b) Not war eRhaut o s/pnaturo aM tee auUrntkdd ekeemk sear w Me c bad ralyd sed of a Fkddd Deamd 1Asw) w mid MWw Cedfl lOD: I awt* that mb survey ede mode mdw my dssctkn aM Nat R 1Lv N1; Mauro ted»bd staidmds set fw. ey Ne oc_Prq r ` Lmd sww,ors me L/tppws h AdnhktrafM Code, pursvmt: bE " aylda Statute y: No. 5910 ? o poi ra= OR1OI'', LEON Sm L H/ AMW PW "P.SM. NO. 5910 1 e -•- e 1/ / 1 G o k -b s l. cor ovor k,•46 as Spto"..-, on F t; City of Sanford 1 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: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy f a contract, signed by the Cbpy''f applicable i° 6rr's license A site Recific no power of attorney shall panyy ired from the licensed contract-- r if — he/she s an em oyee of his/her to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation inssurr ov and naming the City of Sanford as certi e o • or a copy of a r1rscompensationexempioissue by the State of i a (must be submi ac application if contractor is the applicant). 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 raming sizes and types. Include any electrical devices to be added. Two (2) copies of Florida Product Approval, including manufacturer installation instructions and product evaluation reports, for composite or elite roofing systems. (If applicable) C or Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in accordance with FBCR R301.2.1.1.2 These guidelines were compiled to assist the applicant in preparing an aluminum structure permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and f7-N bcoderequirements. Revised. February 2015 REQUIRED INSPECTION SEQUENCE PP# /b • ;Plq Address: 10a 1WvAte _ '`°-)C- BUILDINGPERMIT Min Max I<ns ection 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 Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) ELECTRICAL PERMIT 1 Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ft+.vww lR Gu.R,obAI r.4 . . _ .. F . ..: i M1 .x - Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final IMECHWMCA& tRER11'[iT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final REVISED: June 2014