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Home My WebLink About201 E 10 St (2)Job Address: lJ/ e 7—z' fl Parcel ID: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 6, 9 a" _b onstruction Value: $ __15 & i Historic District: Yes No Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work:/ii 2 lit/UOr r Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name Phone: 3 %S _2/!oe Street: Resident ,oivroperty? : % r City, State Zip: — o i C D7a r, a, . 8! o rL e . 3fri oO y , 7=.. bl0 ,d! nc4. tn:igx3 .m^o0 hS : (\' +1•`• Contractor Information fr bst wJ1 ; urN Ic, Oit t1 AnAv Name Phone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: C4;L 1 f AFP LmS l -2zeac Phone; Street: 26 /— /l! '14 P City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: 1 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 constructioninthisjurisdiction. 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: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application R - 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. A A A 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. i J>o Signature of Owner/Agent Date Print Owner/Agent's Name Owner/Agent is Produced ID 3- 15 ANNETTE SCOTT Notary Pubk - State of Florida My Comm. Expires Jan 16, 2018 Commisslon I FF 071760 BMW Tt Q0 National Notary Assn. Personalty Known to Me or Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date 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 Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: S UTILITIES: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDIN 3, /!;1 Revised: June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs 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. 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 law 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 filedinhisorhernameinsteadofmyownname. 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 lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved itforsaleorlease, 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. Myhomeowner'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 n 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 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 alsounderstandthattheconstructionmustcomplywithallapplicablelaws, 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 Ir 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 Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be incivilcourt. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain 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. Prope rty Address: 1, - , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified abAve. Signature of Form of Ider st be Photo ID) Date 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 remedyforunlicensedactivityagainsttheownerandanypersonperformingworkthatrequireslicensureunder the permit issued. Rev. 9.14.2009 RECORDEOPY City'of Santord Building Division 300 N. Patk -Ave.., P.O. Box '1788 Sanford, FL 32772-1788, Att: Mr. Jon Davis Dear Mr. Davis, CRCharles R.,AdamsAc& ASsoc:iates, nC. STRUCTURAL ENGINEERS # 8 8 2 0 January 13, 2016 Rc: Window Installation 201 E. 10"' St. Sanford, Fi: 32771 REVIEWED FOW COMPLIANCE PLA EXA, MJNE i DATE SS // This is to advise you that l have reviewed the wind pressure 'requirement for components and cladding (on the 27"x27" window) as follows: Basic Wind Speed',] 40 mph` Exposurc C Categoy 11 Enclosed Structure C&C pressure +32.0 psf -42.8 psf "Lone 5 (worstcase) Rnscd on my -review its my professional opinion that the window installation has teen u& omplished in accordance xvith the requirements of the 20k Florida Building Code. T SANFORD BUILDING DIVISIO Sincerely, <, Fi A Q '•r Charles, R, 44ams, P.&. - W'w Fl, # 1 S 11't3 :'- 3. Z A PERMIT IaBUED SHALL BE CONSTRUED TO BE A '`a G, i • • ; .:' !, _ ' LICENSE TO PROCEED WITH THE WORK AND NOT AS ioaE S 1 } p..•' AUTHORITY TO VIOLATE, CANCEL, ALTER OR'SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 820 E. 1Odi Ave. Neiv Smyma,Bcach, iq, 3210 Mobile::305-775-7451 Page 1 of 3 RECORD COPY FIC(jC DepartlYlelltd BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff I BCIS Site Map Links Search Busines Product ApprovalProfessireal Regulation USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail elFL # FL17798ApplicationTypeNew Code Version Status 2014 OApplicationApproved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West'Chicago, IL 60185 615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard TAS 202 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/12/2015 Date Validated 06/15/2015 Date Pending FBC Approval Date Approved 06/21/2015 Year 1994 I 3/15/2016 Page 2 of 3 Summary of Products FL # Model, Number or Name Description 17798.1 Fir Wood Side -Hinged Door Unit 6'-8" Single or Double Opaque Inswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17798 RO C CAC NI006721.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +50.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL17798 RO II FLO155 Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the pressures listed. When large FL17798 RO AE 502B.Ddf missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See DWG-MA-FLO155-06 for additional details. 17798.2 Fir Wood Side -Hinged Door Unit 6'-8" Single or Double Opaque Outswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17798 RO C CAC NIO06721 02 Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL17798 RO II FL0155.0f Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the pressures listed. When large FL17798 RO AE 502B.Ddf missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See DWG-MA-FLO155-06 for additional details. 17798.3 Fir Wood Side -Hinged Door Unit 6'-8" Single or Double Glazed Inswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17798 RO C CAC NI006721.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +47.5/-47.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL17798 RO II FL0156.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the pressures listed. When large FL17798 RO AE 502B.odf missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See DWG-MA-FLO156-06 for additional details. 17798.4 Fir Wood Side -Hinged Door Unit 6'-8" Single or Double Glazed Outswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17798 RO C CAC NI006721.01 Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +47.5/-47.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL17798 RO II FL0156.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the pressures listed. When large FL17798 RO AE 502B_pdf missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See DWG-MA-FLO156-06 for additional details. back Next Contact Us 1940 North Monroe Street. Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. . • Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses arc public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record If you do not wlsh to supply a personal address, please provide the Department with an email address which can be made avallable to the public To determine if you are a licensee under Chapter 455, F S., please click here . Product Approval Accepts: 3/15/2016 SIDE -HINGED FIR WOOD DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL N07E5 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2 IF LARGE MISSILE IMPACT RESISTANCE IS REQUIRED. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. ONE LITE SIDELITES GLAZED WITH 1/2- INSULATED GLASS. TDL SIDELITES GLAZED WITH 7/32- TEMPERED. 1313 00 SINGLE DOOR UNIT 1313 on: oo• SINGLE DOOR UNIT WITH SIDEI RE 101.5' W. OVERALL FRAME W0711 6.75 MAX 36.375" MAX. D..0. PANEL WIDTH 13.5' MAX. W/ASTRAGAL FRAME WIDTH C CR N c n a 7t L00 SINGLE DOOR UNIT WITH SIDELITE Ad* dun to NAIL CWUwNa A(X00 Rmw Orb ' ar. 7DL MAX D. L.O. 6.75" X 12" ci ro O Jco Z o J 3OZC CD U U 0) 'F- to 3 WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE otiTE 912210 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING '" 7 scue N.T.S. SHEET 1 DESCRIPTION X 37.5 +50.0 -55.0 +55.0 -55.0 +19.0 -19.0 +350 -35.0 XX 74 +50.0 -55.0 +55.0 -55.0 +19.0 -19.0 +35.0 -35.0 +• B•: SINS iTYPICALELEVATIONS & GENERAL NOT OX or XO 51 +50.0 -55.0 +55.0 -55.0 +19.0 -19.0 +35.0 -35.0 2ANCHORINGLOCATIONS & DETAILS auc. BY. 3 ANCHORING LOCATIONS & DETAILS OXO 64.5 +50,0 -55.0 +55.D -55.0 +19.0 -19.0 KURT BAL7HAZOR DIUwNG Ia: OXXO101.5 +500 -55.0 +55.D -55.0 +19.0 -19.0 +350 -35.0 FLORIDA P.E. DWG-MA-FL0155 156533 slur 1 of 3 SEE DETAIL C' 6' SEE DETAIL 3- 6" E' 3. 3.. r. 3" ilT;PN 6' 1 I' 6" W a B A B 0 w B 0 6' 6- 3- 6" n 6- SEE DETAIL F- 8x2-1/2" # 10x2" 10 x 314" 8 x 2-112" #10 x 1" 10 x 314" 10• x 1" 10x2" DETAIL "C" DETAIL "D" 1.375- T INSWING THRESHOLD 0.962" T ' OUTSWING THRESHOLD C 3, 3 6" 0 w 8 x,2-112" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 6" EE DETAIL C' 6- ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL 1/2' IG S1/6' TEMP.) OR 1/32 TEMP. LISCONE 1/2 BETE INTERIOR SIDE 1211 b NO C Ie tiOpn,F,b: 200 1' X 169a RIYNW(: PIN NAIL DIb TYPICAL GLAZING DETAIL SCALL. N.T.S. DWG. V SINS CHK BY. DRAWM NO: DWG-MA-FLO155-D6 SHEET —Z OF 3 SEE DETAIL C" SHT. 2 ATTACHMENT ATTACHMENT D AIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 1 /4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 3" 6" 3. 6 r I I 31 o a U a SEE DETAIL.jD" SHT. 2 I I I I I 6' 6" I I I 10 Ow av) J Dow w B II II II II Y I Y Y3" 3.j— 3• 6 6" 3- 6' 6' 1.25' MIN MAX SHIM CL --I I_ TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. R 1MIN " SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION AWmkn b wm CetilptlmN0. N.TOo 2 HARDWARE SCHEDULE 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT'5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1"X7/2" CORRUGATED #10X2' WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7' OC AND 12" OC ACRYLICLATEXCAULK ALATEXC CAULK CL i COMBINATION COMBINATION MULLION (BOXED) MULLION (BOXED) co 0 0 0 O J O W Q CL i 1 U Li Li 2 10X2-1/2" WO D SCREWS EACH END aS aTE: 9 22 06 sGKe N.T.S. M. BY: SINS Gros. BY: NAWNG NO.: COMPOSITE OWG-MA-FLO165- MULLION (INTEGRAL) sH[Er —3.1 3 C-';111111111111111111111111111111111111111 This Instrument Prepared By and Return To: Ms. Christine Dalton Community Planner/Historic Preservation Officer Planning and Development Services Department City Hall 300 North Park Avenue Sanford, Florida 32771 Tax Parcel Identification Number: 25-19-30-5AG-1202-006B MAkrANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8632 Pss 712--717 (.6P9s) CLERK'S Y 2016015523 - RECORDED 02/11/2016 03:39:52 PM RECORDING FEES $52.50 RECORDED BY hdevore HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD DEVELOPMENT ORDER RELATING TO 201 EAST 10th STREET AND ISSUING CERTIFICATE OF APPROPRIATENESS On January 20, 2016, the Historic Preservation Board of the City of Sanford issued this Development Order issuing a Certificate of Appropriateness relating to and touching and concerning the following described property: 201 East 10th Street, Seminole County Tax Parcel Identification Number: 25-19-30-5AG-1202-006B. FINDINGS OF FACT l qq3 Property Owner: Scott Mason 110 West Indiana Avenue Suite 201 Deland, Florida 32720 Applicant: Scott Mason 110 West Indiana Avenue Suite.201 Deland, Florida 32720 Project: " J _ To replace windows on 'the 19tifl6oT '(north —and south•- elevation);- replace a'door,on-the'-south'elevation; and modifyi the porch spindles and rails- relative to property located 201 - East'10tli:Street: '''}.- --.-_ ._.., ...- - Requested'DevelopmentApproval: The Applicant has requested approval to 25, e replace windows on the 1st floor (north and south elevation), replace a door on the -o south elevation, and modify the porch spindles and rails. Additional Findings: The proposed windows are wood and sized at 2' x 2'. There are three proposed designs for wood doors. At some point in the building's history the t a- g-cs 1 • porch was enclosed (north elevation). When the porch enclosure was removed, rails and spindles were inserted within a boxed frame, which was not consistent with the typical construction of porch rails and spindles from this time period. The applicant would like to remove the existing spindles and rails and reconstruct them in a manner that is historically appropriate. CONCLUSIONS OF LAW a). Pursuant to Section 8.0 of Schedule "S" of the City's Land Development Regulations as set forth in the Code of Ordinances of the City of Sanford, the Historic Preservation Board has reviewed the proposed Certificate of Appropriateness and all matters relating thereto in accordance with the procedures for altering historic landmarks or structures within historic districts as set forth in Schedule "S". b). Schedule "S" provides with regard to the facts of this case as follows: 1). Only when a change is appropriate to the style and period of the building may a window be relocated, enlarged, reduced or introduced. (S-33). Three small windows on the south elevation have -already been removed. The 1929 Sanborn Fire. — Insurance map reflects that this area originally functioned as a porch. Therefore, these windows were not original. A single window on the south elevation was aluminum, and was also not original to the building. However, the dimension and orientation of this window opening is consistent with other original windows on the building. Wood Windows, sized 2 x 2', were installed on these elevations as a temporary measure, in order to accommodate an interior kitchen rehabilitation project. Now that the kitchen rehabilitation project is complete, the proposal under consideration herein would retain these 2' x 2' windows. 2 2). Doors, screen doors and door details, frames, lintels, fan lights, sidelights, pediments and transoms, in good condition or repairable that are in character with the style and period of the building shall be retained. If doors or door details on principal facades are found to be unrepairable, they shall be replaced with new doors and door details in character with the structure in material, size and configuration. (S-34). Doors with modern designs, flush or sliding glass doors, or any type of door that is inappropriate to the style or period of the structure are prohibited. (S-34). Only when the change is appropriate to the style and period of the building, may doors be relocated, enlarged, reduced or introduced. (S-34). A door on the south elevation was removed and a fiberglass door temporarily installed in order to accommodate an interior bathroom rehabilitation project. The 1929 Sanborn Fire Insurance map reflects that this area originally functioned as a porch and, therefore, the door was not original. The fiberglass door is not consistent with the time period of the structure. Thus, removing this recently installed fiberglass door and replacing it with a new wood door was proposed. 3). Porches and porch features that are in good condition or repairable and are in character with the style and period of the building shall be retained. Porches and porch features must be repaired so they match the original in materials, size and configuration. Replacement of existing porches with a design or materials not in character with the style and period of the building are prohibited. (S-31). When the porch enclosure was removed (prior to the current property ownership), rails and spindles were inserted within a boxed frame, which was not consistent with the typical construction of porch rails and spindles from this time period. Thus, the removal of the 3 existing spindles and rails and their reconstruction in a manner that is historically appropriate is proposed. The porch spindles that were part of the boxed frame are not original to the building and, therefore, the installation of new porch spindles as part of the reconstruction is being proposed. c). To the extent that a conclusion of law as set forth herein also constitutes a factual finding, then such shall be taken to be so as part of this Development Order. d). The proposed Certificate of Appropriateness is hereby found and determined to comply with the aforestated requirements. e). Additionally, the Certificate of Appropriateness sought is hereby found and determined to be consistent with the City of Sanford Comprehensive Plan and development of the property as proposed would X be consistent with and in compliance to applicable land development regulations and all other applicable regulations and ordinances as set forth in the Code of Ordinances of the City of Sanford. ORDER — NOW, THEREFORE, IT IS ORDERED THAT: 1). The aforementioned application for a Certificate of Appropriateness is APPROVED. 2). This Development Order granting approval of a Certificate of Appropriateness touches and concerns the aforedescribed property. Done and Ordered on the date first written above. As approved and authorized for execution by the Historic Preservation Board of the City of Sanford at its meeting of January 20, 2016. 4 r• ATTEST.• HISTORIC PRESERVATION BOARD OF THE CITY Q-F—SANFORD Ian Ca agna, airman Date: Nunc pro tunc to January 20, 2016. ADDITIONAL SIGNATURE BLOCK ON FOLLOWING PAGE JOINDER AND APPROVAL OF CONDITIONS BY PROPERTY OWNER IN WITNESS WHEREOF, the subject Property Owner has signed and sealed these presents, through its authorized officer and representative, the day and year written below and AGREES to all of the terms and conditions of this Development Order approving a Certificate of Appropriateness. ATTEST. I ' Sign ture of WiStRDess # 1 Printed Name: Si ature of Wit # 2 Printed Name: 6MA STATE OF FLORIDA ) COUNTY OF SEMINOLE ) SCOTT MASON Scotf Mason ACKNOWLEDGMENT The foregoing was sworn to and subscribed before me this/Day of February, A.D. 2016, by Scott Mason, who is personally known to me or who produced L as identification. WITNESS my hand and official seal in the County and State aforesaid this day of February, A.D. 2016. 6e'• LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21.2018 otary P lic '•.',; i,.oPA' Commission x FF 125242 My Commission Expires: ... 6 City of Satilord Building Division 300 N. Patk Ave. P.O. Box 1788 Sanford_ FI. 32772 1788 Att: Mr. Jon Davis J e Fk now rr Now -;- Charles R. CRAWamsAssociates, I11c:. STRUCTURAL ENGINEERS January 1 ;, 20 16 Re: Window Installation 201 1:. 1 o", St Sanfi)rd, FT. 32771 Dcar Mr, Davis. This is to advise you that I have; reviewed the: wind pressure requirement tier components and cladding (tin the 27..x')7, window) as 1i61lows: Basic Wind Speed 140 mph 1?xposurc C Category II Enclosed Structure C&C pressure +32.0 psf-42,8 psf Lone j (worst case) 11,iscd on my review its my prolcssional opinion that the -vvindo,,v installation has bccn accomplished in accordance with the requirements ofthe 2014 Florida Building Code_ Sinrcrcl}, ¢ A r' r. i Charles R. -;, iams. 11.1 FT. 4 1511 n_ 820 1". 1Oth Ave. New 5inyrna Beach, F1, 32169 labile: 305-77'5-71J1