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1204 Oak Ave 16-2583; MASTER BATH ADDITION
IN. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONA•r F spa 2' a h.. w `' Application No: Documented Construction Value: $ Job Address: ©-f (1 Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Qn sj-ior.h Jh Plan Review Contact Person: Title: - Phone:' (O Z- TI Fax: Email: Property Owner Information Name Phone: 107— &17-1 7, 0 Street: % L Resident of property? :- City, State Zip: Contractor Information Name 11110, Phone: Street: V Fax: City, State Zip:, State License No.: Arch itectlEngineer Information Name: c Phone:_32 0 17 Street: Fax: City, St, Zip E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TBE 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: 5te Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application I—DIL C l NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 0/4 IL-uh, Signature o owner/Ag Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date DEBBIE BLANTON MY COMMISSION # FF 17: EXPIRES: February U 2019 Bonded Th. Notary Public Underwriters Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building d Electrical 12( Mechanical F1 PlumbingdGas Roof Construction Type: `(3 Occupancy Use: CZ-3 Flood Zone: 14>D 77 0w) Total Sq Ft of Bldg: 7.Q3 Min. Occupancy Load: # of Stories: f New Construction: Electric - # of Amps - Plumbing - # of Fixtures Ab" Fire Sprinkler Permit: Yes No a # of Heads Fire Alarm Permit: Yes No Pf APPROVALS: ZONING:OL --v/0 UTILITIES: ENGINEERING: COMMENTS: m WASTE WATER: BUILDING: '` it-26-14, Revised: June 30, 2015 Pen -nit Application SCPA Parcel View: 25-19-30-5AG-1405-0020 Page 1 of 2 PnsaaP on,cra E AKpP. Ccx.ef v, rt.4ktnn Parcel Information Property Record Card Parcel: 2 5-19- 30-5AG-1405-00 20 Owner: SIRICA TONY & MARIA Property Address: 1204 S OAK AVE SANFORD, FL 32771 Parcel 25-19-30-5AG-1405-0020 Owner SIRICA TONY & MARIA Property Address 1204 S OAK AVE SANFORD, FL 32771 Mailing 1204 S OAK AVE SANFORD, FL 32771 Subdivision Name Tax District SANFORD TOWN OF S1-SANFORD_ DOR Use Code 0102-SINGLE FAMILY -SANFORD HISTORICAL DISTRICT Exemptions 7F Semino e County GIS Legal Description LOTS 2 & 3 (LESS S 12 FT OF LOT 3) BLK 14 TR 5 TOWN OF SANFORD PB 1 PG 60 Taxes Value Summary 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 102,238 96,574 Depreciated EXFT Value 1,000 1,013 Land Value (Market) 27,540 27,540 Land Value Ag Just/Market Value 130378 125,127 Portability Adj Save Our Homes Adj 0 2,749 Amendment 1 Adjm..___ O..-._.. P&G Adj 0 0 Assessed Value 130,778 122,378 Tax Amount without SOH: $1,725.00 2015 Tax Bill Amount $1,669.00 Tax Estimator Save Our Homes Savings: $56.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 130,778 0 1 $130,778 Schools 130,778 01 $130,778 City Sanford 130,778 0,, $130,778 SJWM(SaintJohns Water Management) 130,778— 0 $130,778 County Bonds 130,778) 0 ? $130,778 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 7/1/2016 08741 10690 200,000 Yes Improved QUIT CLAIM DEED 12/1/2012 07953 1278 100 250, 000 No Improved Yes Improved WARRANTY DEED 3/1/2008 06949 0178 WARRANTY DEED 1/1/2006 06107 0002-2- 290,000 Yes I Improved WARRANTY DEED 1/1/1999 j 1 03586 1252 100 No Improved WARRANTY DEED 6/1/1994 02793 _830 50,000 No Improved QUIT CLAIM DEED 3/1/1994 02753 27,000 No Improved Find Comparable Sales Land FRONT ethodFrontage Depth Units Units Price Land Value FOOT & DEPTH 102.00 117.00 0 $270.00 $27,540 Building Information http:// parceldetail. scpafl.org/ParcelDetailInfo.aspx?PID=2519305AG 14050020 9/20/2016 Millwork & Trim Install owner supplied cabinetry Supply & Install matching base, doors and trim as needed for area of new construction. Phase 12 Paint Supply & Install interior and exterior wall and trim paint as per owners selections Phase 13 Tile Install owner supplied the for floor and shower area as per plans. This bid includes all materials and labor unless otherwise noted. Total project amount $19,000.00- Note; Construction site will be kept in reasonable broom swept condition, clean and clear of construction debris through all phases of construction. C>16Aaxa 4:5&,!!dlxo c4— ZDMIpx Mr. & Mrs. Sirica Date, 9/18/2016 The following is the scope of work detailing your project. I worked diligently to achieve a good balance of cost and quality. I hope this meets or exceeds your expectations. Scope of work is as follows. Phase 1 Foundation Supply & Install all foundation work as needed as per plans supplied by owner. Phase 2 Framing Supply & Install all materials and labor for framing as per plans Phase 3 Roofing Supply and install all materials and labor for new roof for area of new construction. Phase 4 Siding Supply & install matching stucco finish for area of new construction. Phase 6 Windows Relocate and recycle existing historic windows as per architect's approval and installation guidelines. Phase 6 Insulation Supply & Install insulation as per plans for new addition Phase 7 Electrical Supply & Install electrical rough and trim for area of new addition Phase 8 Plumbing Supply & Install plumbing rough and trim for area of new addition Phase 9 Mechanical Supply & Install mechanical rough and trim for area of new addition Phase 10 Drywall Supply & Install drywall, Hang, tape, finish and spray to a level 3 or 4 for area of new addition. Phase 11 NOTICE TO OWNER: Florida law contains important requirements you must follow before you may file a lawsuit for defective construction against a contractor, subcontractor, supplier or design professional for an alleged construction defect in your home or business. Sixty (60) days before you file you lawsuit, you must deliver to the contractor, subcontractor, supplier or design professional a written notice of any construction conditions you allege are defective and provide your contractor and any subcontractors, suppliers, or design professionals the opportunity to inspect the alleged construction defects and make an offer to repair or pay for the alleged construction defects. You are not obligated to accept any offer made by the contractor or any subcontractors, suppliers or design professionals. There are strict deadlines and procedures under Florida law. according to Florida's construction lien law sections 713.001-713.37, Florida statutes) those who work on your property to provide materials and are not paid in full have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor or subcontractor fails to pay subcontractors or material suppliers or neglect to make other legally required payments, the people who are owed money may look to your property for payment, even if you have paid your contractor in full. If you fail to pay your contractor, your contractor may also have lien on your property. This means if a lien is filed, your property could be sold against your will to pay for labor, materials or other services that your contractor or subcontractor may have failed to pay. Florida's construction lien law is complex and it is recommended that whenever a specific problem arises, you consult an attorney. This proposal is the exclusive Property of Mikana Building & Design LLC., and is not for redistribution. ACCEPTANCE OF PROPOSAL The above prices, specifications, and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above or attached as part of this proposal. ACCEPTANCE DATE: 18 of 24 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 1940 North Monroe Street, Tallahassee; FIL $2399-0783 STATE OF Florida CONSTRUCTION LICENSE BOND COUNTY OF Seminole Bond #: W150258808 Bond Amount: $ 10,000.00 Effective Date: 05/20/2016 Type of Bond: Construction License Bond Obligee: Florida Construction Industry Licensing Board KNOW ALL PERSONS BY THESE PRESENTS, THAT Applicant) Michael J. Yebba of (Company Name) MIKANA BUILDING & DESIGN LLC a company fully authorized to do business In the State of Florida, as Principal, and Bond Company) Old Republic Surety Company a company fully authorized to do business in the State of Florida, as Surety, are held and firmly bound unto the Florida Construction Industry Licensing Board, as Obligee, in Penal Sum of (amount in words) Ten Thousand Dollars Dollars for the payment of fines and costs pursuant to Rule 61 G4-15.006, Florida Administrative Code, well and to. truly be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. The condition of this obligation is such that: WHEREAS, Principal has been granted a. license to conduct business under Chapter 455, Florida Statutes and; NOW THEREFORE, if the (Company Name) MIKANA BUILDING & DESIGN LLC shall well and truly and faithfully make the payments to the State Treasurer of the State of Florida in.his capacity as Treasurer of the Department of Business and Professional Regulation as provided in and as required by any and all laws of the State of Florida Business and Professional Regulation, and shall faithfully and accurately keep its books and records and make reports as in any and all of said laws provided and required, and shall conduct its business in conformity with said laws and rules of the Florida Department of Business and Professional Regulation, and shall well and truly keep and perform each and every requirement in and by said laws and rules provided, then this obligation to be null and void, otherwise to remain in full force and effect. IT IS FURTHER AGREED AND UNDERSTOOD that the Obligee will retain an electronic record of this bond and power of attorney that will be utilized to make claims. against this bond pursuant to Section 668,50, Florida Statutes. Collection of claims under this bond shall require a statement signed by a duly authorized official acting on behalfof.the Florida Construction Industry Licensing Board, referencing the bond number and certifying that the amount of the draft is due and payable pursuant to a Final Order from the Construction Licensing Board; and a copy of this bond. The Principal shall retain the original bond, The Principal must maintain a license bond in effect until the Principal can demonstrate`a creditscore of.660 (FICO derived) or higher to the Florida Construction Industry Licensing Board. The Surety reserves the right to cancel this bond by sending a notice of cancellation by certified mail 30 days in advance of cancellation to the Executive Director of the Florida Construction Industry Licensing Board, 1940 North Monroe Street, Tallahassee, Florida 32399. However, the Surety's liability: shall continue for any indebtedness incurred or accrued during the period of this bond, including the 30-day notice period. SIGNED this 19th day of May PRINCIPAL: Michael J. Yebba Print or Type Name of Applicant COMPANY: Michael J Yebba, MGR Authorized Company Officer Name, Title SURETY: Old Republic Surety Company BY: Roberta Witherow Print Name of Attomey-in-fact 20 16 Signature Attomey-in-fact Attach Power of Attorney) DBPR CILB 6-A Certified Contractor Qualifying Business (General) 2012 April Incorporated by Rule: 61-35.010 THIS INSTRUMENT PREPARED BY: Name: Maria Sirica Address: 1204 Oak Ave Sanford FI. 32771 NOTICE OF COMMENCEMENT State of Florida County of Seminole NARYFNFIE NOR SE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT t. COMPTROLLER BK 8?oJ-• Psi 1326 (11:'ss) V, V CLERK'S v 201610594.2 RECORDER 10/12/2016 li1.e2(,e36 P'11 RECORDING FEES $10.00 RECORDED BY .a ck—enro Permit Number. 16-2583 Parcel ID Number: 25-19-30-5AG-1405-0020 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOTS 2 & 3 (LESS S 12 FT OF LOT BLK 14 TR 5 TOWN OF SANFORD GENERAL DESCRIPTION OF IMPROVEMENT: Master bathroom addition OWNER INFORMATION: Name: Antony & Maria Sirica Address: 1204 Oak Ave Sanford fl. 32771 Fee Simple Title Holder (if other than owner) Name: Regions Bank Address: Regions Bank, 4477 West 1st CONTRACTOR: Name: Mikana Building & Design LLC Address: 2018 S. Mellonville Ave Sanford FI. 32771 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates of To receive a copy of the Lienoes Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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. Under pnalt of perjury,)eciare that I have read the foregoing and that the facts stated in it are true t7th ,bo my kno :76and,belief. y MariaSirica _rts Yo< Artie wnee ignature O OwnersPrintedNameFlorida Statute 713.1 (g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' State of 0 i c' County of The foregoing instrument was acknowledged before me this day of iz /v i%20 o Z by / % Who is personally known to me z n o Name of person making statempjZ ay O r OR who has produced Identification [5 type of identification produced: ( °CU. Sr ISABEL FIOALGO Z 4' pV PU9',• '' W W O { Notary Public - State of Florida Pi U My Comm. Expires Oct 10, 2017 /% $ ,; 0 ffs,• ' o•' Commission # FF 062127 N t Signature cc a. z F " Bonded Through National Notary Assn. {u 4' mn ` 1 v oU n i Revision Response to Comments NOV 0 2 201 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # trr J Submittal DateA-0tzA Project Address: fContact: Ph: Oi y .0c i Fax: _ Email: 2 Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: c % ROUTING INFORMATION Approvals Revision City of Sanford Response to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 OCT 7nfn Email: building@sanfordfl.gov Permit 4 / SubmittalaDa, Project Address: /c 0 q, Contact: Ph: Email: Trades encompassed in revision: L Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building Fax: General description of revision: ROUTING INFORMATION Approvals r &,&- I CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2583 Date: October 25, 2016 Contact Person: Mike Yebba Contact E-mail Address: MJYebba(a-),gmail.com Project Description: Residential Addition Job Address: 1204 Oak Ave The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted 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 to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected plan sheets and/or supplemental information as reouested Permit submittals will not be accepted without two copies. 2°d PLAN REVIEW COMMENTS: Original Comment 6. The following comment is in reference to the windows and roofing material (shingles, underlayment) that will be installed on the addition. Per FS 553.842 & FAC61G20-3, windows and roofing material must be approved for use. This approval can be granted through the Florida Product Approval program or through engineered design. If using Florida Product Approval, please provide two copies of the approval as well as the corresponding installation instructions. If using an engineered design, please provide two copies of the design of the windows indicating the windows will meet 2014 Florida Building Code as constructed, the design pressures of the windows, and the installation method of the windows to meet the wind loads specified in Chapter 16 of the Florida Building Code. The engineer/architect of record (who certified the plans) is required to sign and seal the window design. 2"d Plan Review Comment The note placed on Sheet 3 states "Certification documentation provided (separately) by architect of record" for the refurbished windows that will be installed. This documentation is required to be submitted for review. In addition, the Florida Product Approval and corresponding installation instructions for the shingles and roof underlayment is also required to be submitted for review. Two copies of all documentation is required. Respectfully, Steve Fiorey Residential Plans Examiner 1- Revision City of Sanford Response to Comments - Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 OCT 2 22016 Email: building@sanfordfl.gov Permit # l G '' 2- Submittal Date Project Address: Contact: *1111t- Y161 Ph: &Oi 2 mil'- a O / Fax: Email: _ /P/ /? Q i%iL • C i Trades encompassed in revision: 8 Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688:5152 PLAN REVIEW COMMENTS Application Number: 16-2583 Date: October 4, 2016 Contact Person: Mike Yebba Contact E-mail Address: MichaelJYebba(&,msn.com Project Description: Residential Addition Job Address: 1204 Oak Ave The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted 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 to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected plan sheets and/or supplemental information as reauested. Permit submittals will not be accepted without two conies. COMMENTS: Further clarification is required, in accordance with FBC 107.2.1, as the plans are either missing required information or there is conflicting information stated on multiple details. 1. Please provide the following Roof Framing Structural Connections: 2x12 Ridge Beam to the host (existing) structure 2x8 Rafter to Ridge Beam 2. The "Window/Floor Framing Detail" on Sheet 5 contains information that conflicts with Detail 1 Sheet 3 Please revise the details accordingly. Sheet 5 calls for R-11 insulation in the walls while Sheet 3 calls for R-19 Sheet 5 calls for SP2, SP4, RSP4, H3 stud to bottom plate while Sheet 3 calls for SP1 Sheet 5 calls for MTS430 stud to floor framing while Sheet 3 calls for NITS 12 3. Detail 1 Sheet 3 calls out reference to Header Schedule Sheet 4. The Header Schedule is located on Sheet 5. Please revise accordingly. 4. Please provide the sill plate size and anchor bolt specifications (type, size, spacing) that will be installed on top of the stem wall as shown on Detail 1 Sheet 3. 5. Please provide the actual ledger size for the floor framing. 6. The following comment is in reference to the windows and roofing material (shingles, underlayment) that will be installed on the addition. Per FS 553.842 & FAC61G20-3, windows and roofing material must be approved for use. This approval can be granted through the Florida Product Approval program or through engineered design. If using Florida Product Approval, please provide two copies of the approval I- as well as the corresponding installation instructions. If using an engineered design, please provide two copies of the design of the windows indicating the windows will meet 2014 Florida Building Code as constructed, the design pressures of the windows, and the installation method of the windows to meet the wind loads specified in Chapter 16 of the Florida Building Code. The engineer/architect of record (who certified the plans) is required to sign and seal the window design. Please reference the attached document for windows installed in Historic Homes for further clarification. 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. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov. Office meetings with the plans examiner will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey Residential Plans Examiner 2- City of Sanford Historic Submittal Guidelines aF f Window & Door Replacement The following information is meant as a general guideline to assist with meeting Florida Building Code and Historic Preservation requirements when replacing or altering windows or doors on a home or business located in the Sanford Historic District. GENERAL RULES FOR HISTORIC PRESERVATION COMPLIANCE A Certificate of Appropriateness must be applied for prior to obtaining a Building Permit FLORIDA BUILDING CODE COMPLIANCE If Florida Product Approval cannot be obtained due to the proposed window or door being custom made or refurbished, the following alternative method is required: A product -evaluation report or certification based upon testing or comparative or rational analysis, or a combination thereof, developed and signed and sealed by a Florida professional engineer or Florida registered architect, which indicates that the product complies with the code. 553.8425(1)(d) Florida Statute The following information must be included on the submittal from the engineer or architect: Detailed and dimensioned drawing of the window or door Installation requirements for the window or door (type and size of fasteners, spacing of fasteners) Substrate of existing structure where window or door will be installed Maximum design pressure (positive & negative) of the window or door Signed and sealed The following statement must also be provided by the engineer or architect: The (window/door) has been designed to meet ultimate wind speed of 139mph and complies with current Florida Building Code requirements." Revised: September 2016 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs q ' Date I hereby name and appoint: Ana M. Yebba an agent of. Mikana Building & design LLC. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 1204 Oak Ave Sanford FI, 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Michael J. Yebba ZtAtA I inenee Nnmher• CRC 040805 Signature of STATE OF COUNTY( The foregoing instrument was a kn wledged before me thi A U day of, 200 , by who ivd personally known to me or o who has produced identification and who did (did t),take an oath. Signature Notary Seal) Print or type name Notary Public - State of _ Commission No. My Commission Expires: Rev. 08.12) as M 0 MOB FebNary 25, 2019csEXPIRES: to pu6lict%e m Bonded ihcu No J_ s City of Sanford Residential Alteration / Addition / Renovation Permit Application Guidelines 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: PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS Building Permit Application completed, signed and notarized. Floodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value 1 Application must include correct address and complete parcel I.D. number. 1 Contractor information is required to be included on the permit application (if contractor is applicant). Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application form. L—,)Opy of the contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Two (2) copies of all applicable plans and related documentation.— r 0 vW S An accurate, signed and sealed, property survey which shows all improvements on the subject property and within 10 feet on adjacent parcels. Plot plan showing location of proposed improvement(s) and setbacks to property line(s). May need to include infill lot requirements. Contact Person information entered in Naviline? Application forms stamped received and initialed Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all details that apply to the project, and must be legible. Revised: February 2016 Page I of 5 Residential Alter/Add Permit Application Checklist REQUIRED INSPECTION SEQUENCE tip# i/ _ 2<R-.; Address: 1740 / oAW— BUILDING PERMIT Min Max ltns ection Descr i tion Footer / Setback 210 Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls 30 Sheathing - Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern 70 Drywall / Sheetrock 7o 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) ELECTRICAL PERMIT - Min Maas Ins ection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 1ll...?.i's&S, !1M116Jlii iti2..•N,1, Min Max ltns ection DcEs fl'll tll®n Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Descri tion Mechanical Rough Mechanical Final Min Marc )Ins ection Descri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 RECORD COPY NO. 10 FLAT HEAD WOOD SCREW (TYP.) NO. 10 FLAT HEAD WOOD SCREW 0 3-1/24 FROM TOP 4 BOTTOM, AND 6 MID. PT. (1-1/4' MIN. EMBED.) 1,00111111111,11 1, 1119k A a EXISTING WINDOW FRAME NEW VINYL WINDOW TRACK EXISTING WINDOW SASH NOV 0 2016 INSERT SUBSTRATE 2x4 (MIN.) ALL SIDES a 24' 1 okd k r E , t e Y a •f Y Y WINDOW FRAME VINYL TRACK HISTORIC PERMIT All work must be done in strict accordance with the Approved Certificate of Appropriateness Building does not approve any work outside this scope Permit Applicant is soley responsible for compliance NOTE: THE WINDOWS IN THE NEW ADDITION HAVE BEEN DESIGNED TO MEET ULTIMATE WIND SPEED OF 13S MPH AND COMPLIES WITH CURRENT FLORIDA BUILDING CODE REQUIREMENTS: 5532425(1Xd) FLORIDA STATUTE COPYRIGHT 2016 By ODG Inc. Any reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. Job No: 16-030B Date: 11-01-2016 Scale: AS NOTED Drawn By: RDB Checked By: SRC sTEPIM R. COLD, P AR 0010041 J R W W Z W UiG NLU cc in W Q Z 0 V Cr N r W 0 H Z 0 ti N C#) ti p K.U.A p, i co o L T M M V) r N N v Sheet No: R-1 RECORD Copy 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-1405-0020 JZUT ORW PERMIT All work must be done in strict accordance with the Approved Certificate of Appropriateness Building does not approve any work outside this scope Permit Applicam is soley responsible for compliance HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD DEVELOPMENT ORDER RELATING TO 1204 SOUTH OAK AVENUE AND ISSUING CERTIFICATE OF APPROPRIATENESS On August 17, 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: 1204 South Oak Avenue, Seminole County Tax Parcel Identification Number: 25-19-30-5AG-1405-0020. FINDINGS OF FACT DING sa,e r-ORD Property Owner: Tony and Maria Sirica 1204 South Oak Avenue FPAR Sanford, Florida 32771 Applicant: Tony Sirica # 6 25a3 1204 South Oak Avenue Sanford, Florida 32771 Project: To construct an addition on the west elevation on the real property located 1204 South Oak Avenue. Requested Development Approval: To construct an addition on the west elevation on the real property located 1204 South Oak Avenue. w 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). The purpose and intent of Schedule "S" have been met in the context of the approval set forth herein. 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 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. NOW, THEREFORE,, IT IS ORDERED THAT: 1). The aforementioned application for a Certificate of Appropriateness is 2). This Development Order granting approval of a Certificate of F) 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 August 17, 2016. ATTEST.- 0 f dtw'' l Mary Muse, oard Clerk HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD Tammy Agni i, Ch irman Date: q -( ILO Nunc pro tunc to August 17, 2016. 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. A TTES T. Signature of Witness # 2 Printed Name: TONY AND MARIA SIRICA ACKNOWLEDGMENT STATE OF:L COUNTY OF The foregoing was sworn to and subscribed before me this Z day of September, A.D. 2016, by Tony and Maria Silrica, who are personally known to me or who produced FL 6L as identification. WITNESS my hand and official seal in the County and State aforesaid this day of September, A.D. 2016. M cufl-' o- - e k, P. Notary Public My Commission Expires: IDEBBIE BLWON My aMyCOMMISSION # FIF 172,648 E PIF 'y 25. 2019XPIRES: Februai So d dlvz v; 0 Bonded Thru 14otay Pubric undervailers 4 Page 1 of 2 RECORD COPY BCIS Home Log In I User Registration Hot Topics j Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Florida Product ApprovaloLSER: Public User r..,.....xa rrn Product Approval Menu > Product or Application Search > Application List > Application Detail rla FL # FL5444-R9 ggHISTORIC PERMIT Application Type Revision All work must be done in strict accordance with the Code Version 2014 Approved Certificate of Appropriateness Application Status Approved Building does not approve any work outside this scope Permit Applicant is soley responsible for compliance Comments Archived 0 Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com J\\-DING Technical Representative Mark D. Harper Address/Phone/Email 18Malv1ernres Road PA 19355 090 610) 651-5847 Z Mark.D.Harner@saint-gobain.com S' FPAP, Quality Assurance Representative 5 $ 3 Address/Phone/Email I Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE f Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R9 COI 2016 01 COI Nieminen.pdf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2009 2009 2008 11/3/2016 Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summary of Products I FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R9 II 2016 02 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R9.1)dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R9 AE 2016 02 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R9.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, 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 are 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 wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: - Credit Card mau -w SeCI1TL 2 iETRIGS 11/3/2016 EXTERIOR RESEARCH & DESIGN, 'LLC. Certificate ofAuthorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE- (203) 262-9245 FAX: Q03),262-9243 EVALUATIONREPORT CertainTeed Corporation Evaluation, Report 3532 09.05-R10 18 Moores Road FL5444-R9 Malvern, PA 19355 Date of Issuance: 09/22/2005 Revision 10:02/16/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality.Assurance Agency noted herein and FBC 1507.2.7.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named prodUct(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "ThnitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P. E. on 02/16/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted. to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityIERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert, Nieminen, P.E. does not have,, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof,'is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161' 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL(TST '1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL(TST '1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT20T"", XTTM" 25, XTT' 30 and XT" 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Carriage House Shangle®, Centennial Slate'"", Grand Manor Shangle®, Landmark TM, Landmark TM IR, LandmarkT" Pro, LandmarkT°" Premium, Landmark'" TL, LandmarkT"" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateT" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1130 Certificate of Authorization #9503 FL5444- 119 Revision 10: 02/16/2016 Page 2 of 12 r—\k-,j IITRINITYJ ERD 4.4 Presidential,ShakeT""; Presidential Shake'm IR, Presidential Shake TLTm and Presidential Solaris'"' are fiberglass reinforced, architectural asphalt roof. shingles. 4.5 HatterasTI, Highland SlateTm and Highland Slater°" IR are fiberglass reinforced, 4-tabasphalt.roof shingles. 4.6 Patriot`"" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with.contrasting blend drops for color definition. 4.7Presidential Accessory, Accessory for Hatteras, Shangle RidgeTM, `Shadow, RidgeT"', Cedar CreStTM, .Cedar Crest- IR, N`orthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4. 8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS 5. 1 This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5. 2 This Evaluation Report is not for use in the HVHZ 5. 3 Fire. Classification is not part of this Evaluation Report; refer to. current Approved Roofing Materials Directory for fire ratings of this product. 5. 4 Wind Classification: 5. 4.1 All shingles ,noted herein are Classified in accordance with, FBC Tables .1507.2.7:1 and R905.2.6,1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable:for us in all wind zones up to Vasa = 150 mph (V.it = 154. mph). Refer to Section 6 for installation requirements to meet this wind rating. 5. 4.2 Presidential,Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Gass F. All except NorthGate .Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied, as specified in manufacturer's application instructions, for use, in wind zones up to VaSd = 150 mph (V„ rt = 194 mph). 5. 4.3s Classification by ASTM D7158 applies, to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the;shingle manufacturer for data specific to each shingle, 5. 4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing ,shingles Listed in Section 4,1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a 'maximum design wind speed of Vasd = 150 mph (V„it = 194 mph) for residential, buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof.height less than or equal'to 60 feet. The shingles are permissible under Code for installation in these conditions, using, the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence.: 5. 5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61620-3. 6. INSTALLATION: 6. 1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer' s minimum requirements. EzteriorResearch and,Design, LLC. Eva uation Report 3532,09.05-1110 Certificate of Authorization 0503 FL5444-119 Revision 10r02/16/2016 Page 3 of°12 N TRINITY ERD 6.1.1 Underlayment shall be acceptable to 'CertainTeed Corporation and shall hold .current 'Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four(4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the. minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or 1105.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.3.1 CT20" ", XTTM 2'5, Xrm •30, XTTM 30111i LOW AND STANIJOD SLOPE STEEP SLOPE ENGLISH 12" .2 12" Use four nails and sN spots of asphalt roofing cement* for every full 305 riam} —(SD5 m nil- (305 aimj { shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4536 1 ' (25 mm)Sealant 1' (25 mm) _ Type II is suggested. 5 ` a (145 mm) 5 712' tot Norwood' PI c1 T METRIC 131/a" 13+/a" Rooting Cement 1" (25 mm) Sealant 1' (25 min} Apply 1 (25 mm) spas o4 asphalt roofing cement under each tab comer. 0"Ile . — Figure I14- (1k four nails and sic spots ofasphalt cement on steep slopes: CAUTION;:Excessive use of roofing cement can cause shingles to blister. Figure 11..3; Use four bails for every fult shingle: 6.3.1.1 Hip & Ridge: Cut Shingles 1( 25mm I N 2' 50 mn } Remove — -•." 5 1G (305Mm) F\\ vV II it 1t it goL'c s vo\ 12 _ 4 ' 305 mm) • a asCapCaHCape1305 Shingle Shingle Shingle, _ 5 1aV s, % Cut, labs, jben trim back to make cap.sbingles English drutensions slwun). Figure 11-25. installation of'caps atang The hips and rrdgm. Note For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 3532.09.05-R10 FL5444- R9 Revision 10:02/16/2016 Page 4 of 12 6.3.2 6.3.2.1, Carriage House Shanglell, Centennial Slate" and Grand Manor Shangle® EOW AND STEEP SLOPE STANDARD SLOPE I1se<ffve nails. for every lull Spangle. l,. 1„ 1- (25 mm) (25 mm) F 1,; 6 5B" 16 mm) (mm) figure [7- ., U.cefim nails for mv, yfufiGrand Afewor.Shangle, Carriage House .Sbtnrgle, or C'rutennial Mile. Hip & Ridge: Shangie® Ridge Figalre 17-18. Sbangleo Ridge. Use seven nails and three spoil of asphalt roofing cement for every full Grand Manor Shangle. Use live nails and threespotsof asphalt roofing cement for every foil Carriage House Shangleand C;entumial' Slate. Apply asphalt roofing cement 1" (25 nuu),from edge of shingle Figure 17- 5).. Asphalt roofing cement mewing A,STM u4546 Type 11 is stiggested. 25mm} T 25 —, — — — — Roofing Figure, 17- 5: When instd1ling Grand Mentor Sbangles on steep slopes, use seven nails and'lbree spots [ f r"spbatlroof rig cement. Exposure Remove tape from the right side 1 , 81 and fasten SECOND the Fastenthf/ teftside 85/8.yJ' RIGHT FIRST J LEFT Figure 17-1, 9 Installation of.S'bangleO Ridge sbitrgles onbps and ridges. Note: For ASTM D3161 - Class F, use BASF SonolasticNP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1110 Certificate of Authorization #9503 F1. 5444-119 Revision 10: 02/16/2016 Page 5 of 12 Q0TRINITY! ERD 6.3.3 Landmark'", Landmark" IR Landmark"" Pro (formerly Landmark— Plus), Landmark'" Premium, Landmark'"" TL, LandmarkT "Solaris, Landmark'" Solaris IR, NorthGate: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14114" 12 1---(305 mm)--I--(375 mm)----(305 mm)--{ Release Tape 1 y( 25 mm)-- 1t 2„ -- Nailable Area LANDMARK TL 131/2" 13" 13r/2" 1--(343 mn1)— --(330 mm)-- -!-=(343 mm)-- 1 ' (25 mm) 1" (25 mm)-- E M, - yj FA- yz RI Figzrre 13-4: Use fur nails for every fzdl sbhr (We. NorthGate: 1Vita NAILINQ 12' 14'.A' 12' AREA I+ (305 mm) -+ .— (375 mm) —+- -"- (305 mm) -+-I Nallra3 Urres Upper nal lire 1" 25 -.- r Lower nail tre Na3ing areas for low and standard slopes (fiom 2:12 to 21:12) Nal bets serf upper & krrres laes as ;.1mvn above. STEEP SLOPE Use six nails and fourrspots of asphah roofing cement for- every (till laminated shingle. See below. Asphalt roofing cement should meet ASTNI n45s6 1ppe 11. Apply I' spots of asphall roofing cement uncle each corner and at about 12" to 13" in from each edge. METRI( DIMENSIONS 12-•-143/a" —12"— 305 nlro) (375 mm) 1- (305 mm) Y 1----1*rrrl) f I"(25mm)--' ReleaseTape I Nail AreaforSleep 25 mm) -(25 mm; oofing Cement Exterior Research and Design, LLC. Certificate of Authorization N9503 Evaluation Report 3532.09.05-R30 FL5444-R9 Revision 10: 02/16/2016 Page 6 of 12 QOTRINITYIERD LANDMARK:TL r---13 12" 343 mm} (330 mm) 043 mm) 1"(25 mm) 1' {25`,mm} i -•- 25 mm} ' (25mm) Roofing Cement Figure 13-5: Use s'iz nails tintfour spots of asphatt roofing.ceinent on steep slopes: NorthGate: STEEP 12" 14-314' 12" SLOPE-.-(305 mM)--~ — (375 mmp-----(305 m NAILING Nailing hitsAREAi - 1"(25 mm) betweeikits 1°(25 mm) nai tries. a Nailing areas for steep slopes (greater than 21:12) and "Stornt-Nailing" Nail between lower 2 nail lines as shown above. 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge TO or NothGate Accessory Figure 13-16, Sbadow Ridge acwssorysbingles detncik.ericilyfrom. Oree-pied units to make 72 individual cap pied. 1297/8' 305mm) ( 250mm) 415/ 16415/18 150mm) (150mm) U25mm) I ( 125mm) Notch for Notch for Centering Centering 181/4 305mm) (337mm) Notches for Alignment to Notches for Alignment to 5 Lthe Top Edge of the Previous 7 the Top Edge of the Previous 7 /8 Cap for s'(125mm)Exposure (1_ i m) Capfor5518'( 141mm)Exposure (1 m) English Dimension Metric Dimension Shadow Ridge" Shadow Ridge — Exterior Research and Design, LLC. Evaluation Report 3532.09,05-R30 Certificate of Authorization #9503' FL5444-R9. Revision 16: 02/16/2016 Page 7 of 12 9 2752' 250 -1tn) 515116"#1F5 sy Cen'rcru Flolch t31t4" J337r'Im) Align t> cs, / notches to top edge 01 previous co;;rsc T 7W 194It a 1} t NorthGate Ridge 305mn,) Laying Notch i Ir Exposure 13 118" mm)— r—( 333 6 5/8"--I -4-6 5/8"- 168 mm)l 168 mm) 1 Centering 131/4" Notch 337 mm) Align these notches to top edge of 7 5t8" 194 mm) i previous course. NorthGate Accessory Figure 13-20; Use /ayingnotebes to centerskingles on kips and ridges,, and to locate the correct exposure. Note: For ASTM D3161 - Class F of Shadow RidgeT", use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane. Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 , Hip & Ridge, Option 2: Cedar Crest—, Cedar CrestTM" IR Use two fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 Evaluation Report 3532.09.05-1110 Ft5444-R9 Revision 10: 02/16/2016 Page 8 of 12 QOTRINITYIERD Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof &, Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL_adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap, immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch, diameter spot of NP 1 or PL adhesive between the shingle, layers. hlsean0 aehi"zh+v 1r4 4- a nV1 li102mm) VV 125 mml Dab of aspha9 I string a try ers (25 mm) 6.3. 4 Presidential Shake'"". Presidential Shake'"" IR. Presidential Shake TUm. Presidential Solaris'"": LOW AND STANDARD SLOPE" STEWSLOPE: For low and standard slope's, use fi'3e nails for each full Presidential For steep slopes, use. nine nailsfor-each full Presidential shingleand shingle as shown, below, apply i' diameter spots of 4iial-roofing cement under each shingle tab. After applying. 5 nails in between the hailing guide lines, apply 4 nails 1' Nailing j 40" above. tab, cutouts, malcingcertain tabs of overlying shingle cover nails. Cmde Imes (10167nm) 5 114' — 133 mm) —._ __ 141/ 4" 1 1/2` 38 mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6.- Fastenrng hrsuknt a1 and Fra;i&Nual TL Shake sbtngks on loin and standard slopes. 6.3.4. 1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY 1' diameterasphalt roofing cement t Figure.16- T Faskming Presidential and Presidi?ntW T/L Sbake sGngtes, on'steep slopes. PresidentiaL,accessory shingles. can be used for covering hips and ridges. Apply shingles up to (he ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners; The fasteners must be 15/4' long of longer, so they penetrate either U4" into the deck -4 completely through the fleck. `Presideotlal accessory comes in two different sizes: Accessory produced in Birmingham, AL is 1? x 12"; Portland, OR produces 97/V x 131/4" accessory. Note: For ASTM 133161 —Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLI, Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.4. 2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest1m IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R10 Certificate of Authorization # 9503 FL5444-R9 Revision 10:02/ 16/2016 Page 9 of 12 6.3.5 HatteraST": LOW, STANDARD AND STEEPSLOPE: l,. L. mm) _ _ ( 25rnnt)_) 240, min) Frgure 15.3nFastenhq Valle; ars Airrglrs on Low mid Struldard lopa. For lost .md staiidaril slopes, use Gee nails for rich fidl llaltcnu shiglc as shoxvji abort. 6. 3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras Figure 15-14r 18 three pieceunits separate to make 54; Hatteras Acressdrr shingles. QOTRINITYIERD Figum 15.*1. Frsh"Iiu$ Ita7emxSLI111 c nu SM¢p.Vofxx For, steep slopes, use rwe Itnikand eigln spots of nsphalt roofing centanrfore: tch (01 iNnerns tingle as shown nbore. Apply l" 25in m )'di mteter 'pols of roofing cement (AS PM t) 45S6 1\ pe 11 sn eeutvi) under etch rib cornet press shingle into place; do not exp, e& cemew. CAUTION: Too ninth roofing cemam nm Cane shingles to blister. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6. 3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles r.— 0„ 230 M- I I F stems g —) i g 1(460 1111) V&\ 203 MITI) 460 mm) ;St R N, Cap Cap Cap Cap Shingle Shingle Shingle Shingle t \ 240 m Figure 15.20.; Cut Hatteras shingles to make cover cap. Figure 15-21: Installation of caps along hips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 Certificate of Authorization #9503 FL5444-R9 Revision 10:02/16/2026 Page 10 of 12 6.3.6 6.3.6.1 6.3.7 7. LABELING: Highland Slate'"". Highland Slatelm IR: LOW AND STANDARD SLOPE: Miami -Dads ragwras SIX nails (Avunails'. ihslilliiddovsr cenlar aAaW as shown). Figum ! /-3 Use FIVB nails for every Higbinnd State sbingle. STEEP SLOPE: Use:FIVE nails, md,EIGIIT spots of asphalt roofing cement* for each fullffighland State stdilgie, For, hiiud-Dade,, SN Mkis are required. Apply 1' diameter spots -of asphalt roofing cement under each tab comer Asphalt roofing cement meeting A3TM D4536-Type.1I is suggested. KannPD'ana requires. SIX r610.. nab ird.Men Over -center culow as shoo Figure 11.3A' Use; RIT nails and eigbt spots ofaspbalt roofing cement cinder each lab corner. CAUTION Excessive use of roofing cement can cause shingles to blister. Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR or Shangle Ridge'" hip and ridge shingles. Patriot'": LOW AND STANDARD SLOPE Use FOUR nails for evm full shingle located as shown below. Izrt rrt13 L 125 mm) j - - - - y 1"(25mn} 19 mm} i i i333M4 (333m) (333mn) STEEP SLOPE Use FOUR wiik and four spots of asphalt roaring ceancnt for every full shin,o as shown helow Asphalt roofing cernoit iriecting A,1 11 D4586 TyPe 11 is suggested. Apply 1'(35 nun) spots of asphAt roofing cement :is Shoe=n. CAUTION: Gscce live use of roofing anent can cause shingles to blister. 156 mm) 1- Rucling Cement Hip & Ridge: Refer to instructions herein for Cedar Crests", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicatecompliance with one of the required classifications detailed in FBC Table 1507,2.7.1 / R905.2.6.1. Exterior Research and Design, LLC. Evaluation Report 3532.09 05-R10 Certificate of Authorization #9503 FL5444-R9 Revision 10: 02/10/2016 Page 11 of 12 i TRINITY I ERD 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CIA entity for'information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC: Evaluation Report 3532.0905-1130 Certificate of Authorization #9503 F1.5444-119 Revision 10: 02/16/2016 Page 12 of 12 DEC 13 2016 n CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: w3 Documented Construction Value: $ 3,900,00 Job Address: C) Historic District: Yes No " Parcel ID: Residential [Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: A p 0.9 h (- b r-' Plan Review Contact Person: Title: Phone: Name Fax: Email: Property Owner Information Phone: Street: Resident of property? City, State,Zip: Contractor Information Name 1_ TS v S e"'- Phone: C66q -7 (7" i t d SO Street: 1-r C/ ( f) /_ .arc- q l A r Fax: City, State Zip: L2 r d State License No.: r FC- Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation 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: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be addrttoti. I fdstrictions.applicable to this property that may be found in the public records of this county, and there may be additionatl permits required frorri other governmental entities such as water management districts, state agencies, or federal agencies. i {. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date qTnatu of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florid P-." I" DEBBIEBLANTON MY COMMISSION # Fr 178648 EXPIRES: Feb Pbl cUnderwrtersBonded7hruNotaryOwner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application